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Home My WebLink About039-460-096BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION. Site Address: 9345 LA ROSE CT Owner: permit No: B07-1496 APN: 039-460-096 CANALIA, DAN Issued Date: 07/11/2007 By KCG Permit type: MISCELLANEOUS 9345 LA ROSE CT Subtype: Private Pool DURHAM, CA 95938 Expiration Date: 07/10/2008 Description: IN -GROUND POOL: MASTER #MP, Occupancy: Zoning: Contractor Applicant: Square Footage: POOL BUILDERS INC POOL BUILDERS INC Building Garage RemdUAddn 3080 THORNTREE DRIVE 25 3080 THORNTREE DRIVE 25 CHICO, CA 95913 CHICO, CA 95973 Other Porch/Patio Total (530)899-8988 (530)899-8988 - FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Master Plan Co $496.42 Total Charged: $572.12 Fees Paid: $572.12 Balance Due: $0.00 Receipt No: B3838 LICENSED_ CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License POOL BUILDERS INC 833994 / C53 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commenci Section 7000) of ivision 3 of the Busi ess and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full fo effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 001 07/11/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contract s Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: - the work himself or herself or through his or her own employees, provided that such improvements ❑1 HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 012060 03/01/2008 Number STATE FUND 713-0Exp. Dale: Cartier: Policy Numb Contractors License Law.). ess.❑ (This section nee not a completed if the permit is for one hundred dollars ($100) or less.-- F-1I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 07/11/2007 compen n provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisi s. X 07/11/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. ty to enter the above mentioned property for inspection purposes. I hereby certify that I am the rty owner authorized act on the erty owners behalf. CONSTRUCTION LENDING AGENCY' g 07/11/2007 kaiume I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner !�'- �/ Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip M �"UT rF BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION, 00 0 OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o `' o A FEE WILL BE REQUIRED AT TIME OFAPPLICATION C ' y Website: w,,,w.buttecounty.net/dds �U N'"PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name 06rFirst N 5^tj Mailing Address oSr ')w City D Stat Zip Phone 3 Z_ Fax E-mail APPLICANT SIGNATURE X e't'C�L OL'1_"� PERMIT NO. BIN # PROJECT LOCATION AP# Property Address LA -Se � City�-5 3 g WORKER'S COMAENSATION Policy Number f3- ©of zoc,o Carrier If hiring anyone other than license contractors, a certificate of workWs compensation must be shown at the time of per issuance. LENDING AGENCY Name Address DESCRIPTION ORS OPE OF WORK: P010 r' _n Sq FT- Living Garage ..Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name Name 6 Address Address p o t e'e State Z CityAxcoo Sta Sta E-mail Z'PR59 Phone Fax Fax E-mail E-mail Uc. # 3 3 Class 3 APPLICANT SIGNATURE X e't'C�L OL'1_"� PERMIT NO. BIN # PROJECT LOCATION AP# Property Address LA -Se � City�-5 3 g WORKER'S COMAENSATION Policy Number f3- ©of zoc,o Carrier If hiring anyone other than license contractors, a certificate of workWs compensation must be shown at the time of per issuance. LENDING AGENCY Name Address DESCRIPTION ORS OPE OF WORK: P010 r' _n Sq FT- Living Garage ..Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name Name Address City 3 a$o y_yjr_e State Zip Phone Sta Fax E-mail Phone State License Number APPLICANT SIGNATURE X e't'C�L OL'1_"� PERMIT NO. BIN # PROJECT LOCATION AP# Property Address LA -Se � City�-5 3 g WORKER'S COMAENSATION Policy Number f3- ©of zoc,o Carrier If hiring anyone other than license contractors, a certificate of workWs compensation must be shown at the time of per issuance. LENDING AGENCY Name Address DESCRIPTION ORS OPE OF WORK: P010 r' _n Sq FT- Living Garage ..Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name �- ©LL v Address 3 a$o y_yjr_e No City Type Const. Sta Zip S Phone <g, Fax E-mail APPLICANT SIGNATURE X e't'C�L OL'1_"� PERMIT NO. BIN # PROJECT LOCATION AP# Property Address LA -Se � City�-5 3 g WORKER'S COMAENSATION Policy Number f3- ©of zoc,o Carrier If hiring anyone other than license contractors, a certificate of workWs compensation must be shown at the time of per issuance. LENDING AGENCY Name Address DESCRIPTION ORS OPE OF WORK: P010 r' _n Sq FT- Living Garage ..Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. y. Butte County Department of.Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Orovifle, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water. Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Owner Name: CANALIA, DAN Phone: Description: IN:GROUND POOL: MASTER #MP07-0018 By signing below, I the project owner/owners' agent, certify that this'project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply fora Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: R,1- Title:Poo-( Date: 07/11/2007 Reference Number: B07-1496 Date: 07/11/2007 Location: 9345 LA ROSE CT By: KCG Parcel Number: 039-460-096 Sub Type: Private Pool Owner Name: CANALIA, DAN Phone: Description: IN:GROUND POOL: MASTER #MP07-0018 By signing below, I the project owner/owners' agent, certify that this'project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply fora Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: R,1- Title:Poo-( Date: 07/11/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: fry Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit.. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1496 Location: 9345 LA ROSE CT Parcel Number: 039-460-096 Date: 07/11/2007 Owner Name: CANALIA, DAN Phone: Description: IN -GROUND POOL: MASTER #MP07-0018 L Signature of PrDate: 07/11/2007 FILE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052965 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/08/2005 APN: 039-460-096-000 the Business and Professions Code, and my license is in full force and effect. License Class :_ License N ber: Site Address: 9345 LA ROSE CT DUR Date:17--W-06— Contractor: Map Index: Description: GARAGE/SHOP (960) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CANALIA DAN & CELIA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 9345 LA ROSE CT signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938-9529 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CHRIS SEEGERT Code: The Contractors' State License Law does not apply to an 6103 OLD OLIVE HWY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-589-2986 proving that he or she did not build or improve for the purpose of sale:). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CHRIS SEEGERT not apply to an owner of property who builds or improves thereon, 6103 OLD OLIVE HWY and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). OROVILLE, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95966 530-589-2986 Date: Owner: License #: 295608 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 960 S.F. Policy #: Valuation: $23,040.00 Census Code: f>� I certify that in the performance of the work for which this permit is j� Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3.700 of the Labor Code, I shall forthwith comply with those provisions. Z Zo oS� Date: Applicant: yy ns of n coverage is WARNING: Failure to secure worlEer �rimein unlawful, and shall subject a( employer toenalties and one hundred thousand dollars ($100,000). in addition to .the cost of / `v compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. �l 1e � �� 6� q. �i CONSTRUCTION LENDING AGENCY This permit Is hereby issued underl_ftq applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the ResolutionsJo do work indicatedo for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: By: PERMIT EXPIRES ON: . / r 9'—/) Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance0f any offici rm or of Butte County. I hereby authorize represents es of Butte County to enter upontheabove mentioned property for inspection purposes. ' Print Name: i_ Signature: 7d�ent Date: % Z/ �/C-9� D -Owner Contractor ❑ Agent for Owner 0 Agent for Contractor r-'��'^'y-r"ss,.rserr�"R.� ,,,+,-.�*r_.+,�. '.-a-ry"t� �^-*w'`,^-�u-�r►��vv-+t^ COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chic?, CA • (530) 891-2751 7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE D",( -e Z6 s OWNER; f PERMIT NO. A routine inspection indicates that the following violations.of butte county Ordinances exist at the above address and should be corrected, .-Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contacliti-Is office immediately. F V Date_ Inspector /44 REV 10/92 LPl ....� _. t y x' ,'�'iF" "'-.--was-ar .... t �S+.s �---'•r*a.'r......"'i"'v��19;':?t.'v.� � , 5. ?. i,�� 3... . .......: ---.—COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNFR PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addre and should be corrected. Please notice this office when correction of work Is completed If y ave any questions pertaining to this matter, or need additional explanation, pleasajo6nt.3K this office immediately. �.� ► r�� l/ �C2�To-GI 0,03- Inspector 06 & ur^ d - REV 10/92 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OVILLE FROM: e �� ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /� NC-AA21A&V SEPTIC: WELL: AP#: DRESS/LOCATION: �Y Comments: GL/memos/releaseho ld NOTES RESIDENTIAL 039-460 -D&l-- - Y d02-2989 PERMIT NO. I RYTHER est DAILEY CONST. - `i - w' F 9345 LA ROSE CT., DURHAM NEW SINGLE FAMILY (TO BE MASTERED) R S_J 'J I ` L"k/ II SPECIALCONDIMONS II SRA FLOOD CERTIFICATE REQ. ; FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY' USE PERMIT CONDITIONS ` SUB -STANDARD HOUSING LETTER OFFICE COPY Address CHECKED BY GAS Meter By Date 5A/o, ELECTRIC Meter By Date VIA JOB FINALED (Date) Signature a �I $�t �i L"k/ II SPECIALCONDIMONS II SRA FLOOD CERTIFICATE REQ. ; FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY' USE PERMIT CONDITIONS ` SUB -STANDARD HOUSING LETTER OFFICE COPY Address CHECKED BY GAS Meter By Date 5A/o, ELECTRIC Meter By Date VIA JOB FINALED (Date) Signature a �I 4'= OK 0 = Not OK . = Not Readyaale 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. . / P Nat. or / /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect Enclosure; Fencing -Alarms 8. Utility Clearance: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancv Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 1 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date " Card B-1 Date Card B-1 MISCELLANEOUS . Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12, Braced Wall Panels Date Card B-1 Date - . Card B-1 Date Card B-1 Date_ Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI " 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elect; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;.Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE OOR (Plans) OK except #'s J,Zbn igg-Setbacks- Easements- Flood -Slope � tgy,�Main; Soils-Elec. Grnd.-/ 12J" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/, /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls �n; Steel-Blockouts-Wrapped 6. Stem`q s, Garage; Steel-Blockouts-Wrapped Downs and Special Anchors Slab, Steel -Wrapped ,ge,15ie ireplace Ftg.-Steel W.V.: Fall-Fittina-Test-2 Wav C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date,2-(v ' Card B-1 . Date Card B-1 Card B-1 Date Card B-1 Date P UMBO ermi OK except #'s 19 -Vater Htr.; Vent-Access-Combustio affle 115. i e; Test & Anchor rotection. V.; Test Fittings & Ancho ection ry Shower Pan; Test, First Floor -Tub Access 2.1- Test T ower, Second Floor -Tub Access 2 as Pipe; Sixe & Anchors ,4&.- we-87Tkler;Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Ixture & Transformer Clearance -Ins. Protection ec- R ptacles Spacing -Lights & Switches at Doors 6 i No. of Conductors Stapled x Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. pplia Circuits 'n Kitchen & Conductor Size GFI 36- SuPl4d Wire Size/ ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 1 ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Se -Riser Conductors & Ground Main Disconnect qui . rances Panels-Motors-Mech. Equip. 4!, o s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. cts Insulation & Support 3 an, Exhaust above insulation densate Drain & Overflow, Size & Grade Fu ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 00"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s Sil roper Materials & Anchors 42e-17VOK'Studs-Nailing Spacing & Braces -Plates -Sound Be g Walls over Girders & Floor Nailing r top in Walls (rat proof) Oe"Fire St s, Furred Ceilings -Stairs -Chasers -Tubs 46. Hegderq & Beams -Size & Bearing Date FRAMING ritinued) an ers-Pos a s -Anchors- nnectors 48. Cli st-Rftr. Ties P r -off Brac - ss-Shting.-Rtng. 4 Fire les or Type A Flue-Firepl a Throat Clearance is Access; Size & Romex , ction-Draft Stop -Ins. Baffles 51 rm. Windows or Exitinq Doors -Sill Ht. & Dimensions 34652. Garnae-Fire Protection Framing -RC Channel 54--M. Doors -One 3' -Check Garage 3rd Story, 2 Exits �5 ; Width-Headroom-Rise-Run-Lapdtnq-Fire Protection 5f. Ply on Roof Overhang-Att✓lf.Ants-Rafter Outriggers Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access zing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 20 62-rn-sulation-Walls-Ceilings Infiltration Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI NA Plans) OK except #'s E�ct Steps -Door & Sidelight Protection -Landings S oke Detector Furnace Vents -clearance -Comb, Air -Connector - Ig Garage; Above Floor-Ducts-Mech. Protection Be droom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 48. Stairs & Rails ireplace or Stove, Clearance -Hearth 'A& . Outlets at Wood Panel, Int. & Ext. Z�,^p (2KK1t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74'Elec. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swinq-Landing-Closure d6rA�. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection PI .; Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection ft. Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Cleara . ce Looked under Floor ❑ Yes W. FWIKing Instld./Drive O Yes O No/Walks 0 Yes O No/Planters D Yes O No / t co Brown -Finish , A. . Unit Disconnect, Electrical -Plumbing OW'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 89-W ter Well, Disconnect, Electrical, Plumbing. �Fjtterior Elec. Trim, G.F.I. Receptacle -Underground V$entilation Throughout House Glass Protection . Co ections from Previous Inspections . Ga Test -Meters Tagged, Gas -Electric .Tater & Sewer Connected -C/O to Grade -HD Approval E gy Compliance Certificate -Other Certificates 9 Address Posted 98 --Fire Sprinkler Dates' �O-) Card B-1 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 2 M. APA,= VW%7 Certificate of Conformance Certificate 054078 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: " ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species .s 4" IT IS HEREBY=CERFTIFIED that the APA EWS trademarked structural glued laminated timber members were producedfJn a�manufacturing facility subject to regular -audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. S W ° °o''% iii ?r A go z SEAU = 3 CO "81111N `,"W* by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD'ASSOCIATION 7011 South 19th Street • P.O. Box 11 70(f- Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 u �CertainTeedff :.. Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation Builder (sign) Company Name Date Inspected By (sign if required) Date i e R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag shoutd not cover more than: (sq. ft.) Weight per sq. ft.of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27' 0.986 22 49 29.6 34 0.800 1 B'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 `' 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77. 0.353 9 19 11.1 90 .: 0.301 73/2 13 7.7 129 - 0.209 5'h 11 6.6 151. 0.179 43/a R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS oor'V ji THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION V WALLS In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. The maximum net coverage must not exceed that specified for each'R-Value. 2 V The installed insulation must be at or above the specified minimum thickness for each R -Value. Failure to install the required minimum weight per sq. ft. of insulation at'or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. FLOORS •." DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF 4 oor'V ji THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. The maximum net coverage must not exceed that specified for each'R-Value. The installed insulation must be at or above the specified minimum thickness for each R -Value. Failure to install the required minimum weight per sq. ft. of insulation at'or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. •." DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. - 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 4 Manufacturer Insulation Fact Sheet Certainftedll..' I This is CertainTeed Corporation I nsu bafe® 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW I The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow appllication: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover mxe than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 i 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 i 0.485 12 26 15.5 65 , 0.418 102 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'h 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM t SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag sF.ould not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 7'/4 22 27.2 37 0.733 5'h 16 19.8 51 0.533 4 15 17.9 56 0.483 3s/8 14 17.3 58 0.467 3'/2 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also,.your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insula ion already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost.you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. is COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 o- (Rev.1Z496) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039 -460 -Oster ZONING, BUILDING PERMIT OWNER RYTHER & DAILEY CONST. TELEPHONE 345-5202 SO. FT. OCC. BUILDING VALUATION 2 5 V 4 '� 9 51500 OWNERS MAILING ADDRESS 1211 WINDECKER DR., CHICO CA 95926 9 5 4 U 17 172.00 CONTRACTOR'S NAME 1 TELEPHONE 947 C', 3.211.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 161 419.00 'ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ - 5 ci .50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5515 . 7 0 BUILDING ADDRESS 9345 LA ROSE CT., DURHAM Energy Plan Checking Fee $ 45 .00 $ PERMIT FEE S 1479. 20 LOT NO.• I SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 14 7.00 9.6 . Q USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00.5 , QQ Each gas water heater or vent 15.0015.00 , TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.001 15. QQ Building sewer_ 15.00 15 . QQ Mobile Home I S I G I W 920.00 PERMIT FEE $ 173'.0( TO REMASTERED ELECTRICAL PERMIT Fling Fee 20.00 000V 0R LESS Main Service 200A OR LESS 23.00 23.0( 2•Q LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licenspj�S r14 full fQJjC�e. s effect. License Class �,J.T%1, Lic. No. OWN R -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke pensation provisions of section 3700 of the Labor Code, I shall rth th co ly vitt ose provisions. X Date Signature of Applicant -Ow er Contractor ❑ Agent An OSHA permit is required for excavaions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO L 46.00 WEE200A NEW CONST. DWELLING OCCUP. SG Q !Q U ( 3.5¢x: ;- •' NEW CONS MLIaLn_O NDN-RESID. @7.50 POWER APPARATUS a SINGLE 0 T. CSI R. 20 Ex. Occup. OUTLET OR FORURES BAL @'.50 Ex. Occup. OUTELETS RM.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 7' . MECHANICAL PERMIT Fling Fee 20.00 Heating 5 . QQ Cooling 2 5 , Q Hood 6.50 5. 5 Ventilation 4 4. 5018. Q PERMIT FEE $ 94. 50 Mobile Home Installation Fee $ Energy Inspection Fee $ 4 1; . 00 ?ogc cT. r{PE TAL FEE $1-0159.50 / D. FE IMP FLO/ / CpF PARCEL / PD/ H� ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES Wff the applicable provisions Resolutions to do work been paid. L✓ 3 D to J Date rReceiptNo. -% �� dS - ITE-D.D.S.-B.D. IRAQ S PINK -INSPECTOR GOLDENROD -APPLICANT N 1� F TO: Building Departmen�— FROM: Environmental Health,. SUBJECT: Sanitation Clearance Owner Plan Approved for: Sewage Disposal >/ Clearance for dwelling. Other Location /0 (&$ 657?' -AES Water Supply: Public E.H. USE GAILY Plot Plan Sancho_ Floor Plan Atuchad Sent to ®.D.I /—/ T AP# Private Well --� kloId final. for: Final clearance OX.for: NOTE: Environmental Health Specialist Date 8/96 ip COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville;t.CA 95965 Phone (530)538-7541 Fax (530)538-2140 ' - PERMIT APPLICATION DATA SHEET U,( �1 �'y� OWNER: ASSESSOR PARCEL NUMBER 03? 1 IPV C✓ Proposed Building Use: Counter Technician: W��Date: (JZ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to a¢ply. yl .. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. I2112.\Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Lli;�Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information,_ .G) Floor Plan; (D) Tie db�4n or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following . e ) Fees as shown on the attached Schedule of Fees Due Sheet. .0!4 ....C. +� ❑ 15. Statement of Intent for Non -heated and A/C Buildings .....................................`..,.,.... 16. Sanitation and plot plan approval from the Environmental Health Department in �VL( ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... .� ❑ 19. Planning approval for (A) Use: 'D )-j– (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑. 21. Encroachment Permit for#iveway from the Public Works Dept. (construction approval prior to occupancy). ' ❑ 22. Pre -Inspection for required ................ ❑ 23. ❑ 24. ❑ 2 ❑ 28. ❑ 29. ❑ 30. ❑ 31. Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, E) Mailed to owner) ..................... Letter of Signature authorization ............... :.................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance................................................................ Existing violations and/or expired permits....!.................................................... ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ Other: When issued Telephone I have been informed Applicant: -2,yLU ct--, I— and hold for pickup. (firw# M5 ms and requirements for obtaining a building permit. 01 Da%r : ,,66,2, , C�'�2-- 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required ontracto ' esigner, owner, was advised cf the above data by one, ff mail, ❑ counter, by Date: �// n factor, designer, owner as advised of the above data by Vphone, ❑ mail, ❑ counter, by Date: ' –2 -- Plans reviewed by: —Dat el Plans approved by: Date: Structural reviewed Date: Structural approved by: Date: Note transfer by:... Date: WAIL ellow- Ruildinn Divisinn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 n I (l r —1 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE ► 1. BUILDING PERMIT FEES 111HOIC0 Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ / Revised Plan Checking Fee ........... . 2. SCHOOL DISTRICT FEES ►cJ (paid at District Office) (Available after Plan Check) (�'�3.SHERIFF FEES (paid at Building Division) �! Residential :..................... x $360.00 = $ lQ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Z5. Sq. ft. Amt. RECREATIONAL DISTRICT FEES 71) (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. C > At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chi during the pll4n-checking process. APPLICANT DATE (" Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 7AA At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chi during the pll4n-checking process. APPLICANT DATE (" Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 7AA a Commercial/Industrial New tt Addition Sq. Footage t (Including Exterior Roofed Areas) Building Department Representative pate y (Floor Plans reviewed by School District Petsonnel) District Identification No. 12U P#14'9 -m V N / F/ Ei�) School District certifies that � 1 C[ A l� r� 9 Y 77A1 & -;e V +O N i -),g / L 4^ ' r : '"� ",4 .. , .� 'v f 4.... `w •v; :. (l; PPlicent) A_ ef u.� (Street Address) LTJ (Phone Number) .- (City) # . + - (Staf'e) `'14t- - V tJV (Zip Code) has complied with the requirements of Reso tion�No. f Qa - Q� by payment of $ . J _j o? 9• %1.0L representing x ! S8 square feet. i AS 2926 �.. / tL •'s' ; . FULL r: MITIGA,TION� I$ School District Representative ' Date Paid by Cec! // � Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm W a s' - �i:� - . & .. t .,.___,_,_--13UTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATIOuAND PARK DISTRICT rN, Assessor Parcel Number (s): 3c/ /J Property Owner (s): Project Location/Address: Ll —Subdivison Name: Type of Residential Development (check one): 6 Assessable Square Footage: �5W New Development ❑ Alteration'/Addition Mobile Home (s) Non -Residential to Residential Comments: "Building Division/ Representative Date Durham Recreation and Park District (DRPDy'derti-fiesthat Applicant Name l Applicant Phone Number UJ ".CAK Street Address C-0 -ci ulty oiaie i-ip uocie has complie!(Pwith the requirements of the Butte" County Board of Supervisors Resolution No. 3 114 by payment fore square feet at $ 1.04 per square foot for a total payment ONS of $ 2-(Owi - z(r JMPDj RepreseKt4tive ?I bate PAID BY CHECK No.:- BANK No.: q0 - 25,-0 3 PAID BY CASH: RECEIPT No.: I CO t Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION ' TO IARRY PAINTER . RETURN TO CHIQO EH SITE PLAN•REVIEW APPLICATION-' Nov _ 4 Date: U �_ AP# 0 l " Ll 1� 0 — 006- • Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: l _ Owners Name: �� 4- I a �,A�'1 QTY IA &ALNn • Owners Address: Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling , ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family ' Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other JO Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Used ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval, ❑ Site Plan Stamped Approved • By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: S ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac epi) • Flood Zone: ' pp • Flood Panel No.: G S 2Zb (1, Index Date: ' Com— ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: .S r-,, " I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O L Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 } Applicable Development Fees: Standard Fees • ❑ Fire ❑ School* ❑ Parks/Recreation , ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other • Amount Formula --------------------------------------------------------4-------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •----------------------------------------------------------------------------------- - ----=------------------------- 0 Page 3 of 5 IN. Subdivision Map/Parcel Map: L.TzA N t> ;' '�� Map Date of Recording: G-1 18 - Lot: ! Book: -+ Page: • ❑ Use Per Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions IM Comply with the following Conditions of Approval: ATT AO H I� ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control PI must be prepared by a registered civil engineer or other qualified professional and b submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IS C GoV u 6L7r —1 Q A P t3 (-I C_ W C—IG-Q Sy Page 4 of 5 PLANNING PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Date: p ru arking:- Landscaping: rAt h r .- NO res 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION PURPOSES ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR SIMILAR MATERIAL. NOT WOOD, A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 4, 3. DEVELOPMENT OF ALL LOTS IN THIS SIJBDIMSION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE 11 OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED D •"`'7`\ EXCEPT FOR THOSE REQUIRED FOR ROADS. DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. ! 5'-I - 35,3 7 ADDITIONAL INFORMATION. SHEET DURHAM LAND ESTA-- 5 PHASE 4 A PUaW STRa I Sup MOV $EIN ,* A POR770N OF 77 - REMAINING LANDS OP DURHAM LAND ESTA TES PHASE 1, BOOK 151 OF UO5A S PAA 71-74, ALSO BEINO A POR 1701V OF THE SOU I IEA87" 14 OP SEC' 70N , TOWNSHIP 21 NORTH RANGE 16AS ' N A PORION Of lE C lTH�iVL'S�" 114 OP SOC- 77O `► 00. rOWNv.HIP � NOR771 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1111111111111111111111111111111111 E�KZO10E—KaGDt!jE3t5?Zi Recorded I REC FEE 10.00 Official Records I COPIES 2.50 County Of t BUT t CANDACE J. GRUBBS 1 Recorder I ROSEMARY DICKSON I Assistant I MaryR 01:45PM 31 -Oct -2002 I Page I of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: a`�acy� I� Date %(JQ - ) State of California ) County of 6A.J_� ) On IQ •- 80- 0 3, before me, personally appeared a >� j Q Lj personally known to me (or proved to me on the basis of sat►'sftory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by His/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES2my d official seal. a "" -••• " S. AMSROSE Signature Seal: COMM. 0 1295163 cc •+ NOTARY PUBLIC-CAUFORNIA Q. ®. COUnfTY OF BUTTE +mtti. Up(rse Feb. 24, 2005 A.P. # C7 34 " yLc)C) ^ C 'is3 -ca a v EXHIBIT "A" ALL THAT CERTAIN LAND SITUATE, LYING AND BEING IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 39 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4," WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,.ON JUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36 AND 37. A'# 039-460-083-00 11h40ort111St3r ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: 2584 Sq. Ft. Single Family Residence LOCATION: Lot #39 Durham Land Estates, Butte County, CA OWNER: Ryther/Dailey Construction JOB NUMBER: 8045 M DATE: October 17, 2002 , CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Town of Paradise LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the_following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of 2-2- BY: 5.r� DATE: JOB NO:' PAGE Z OF NorthStar ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 o(K I I 1 j p { DATE: 20/O Z j JOB NO: PAGE OF Nort k ENGINEERING Civil Engineers -Planners -Surveyors N 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 hn = 19.0 ft T= 0.18 secs V= NorthStar 20 DECLARATION DRIVE BY: SM / JR ENGINEERING CHICO, CA 95973 530-893-1600 DATE: 1 �) 1,4 . FAX 530-893-2113 JOB NO:. * 0.36 * 1 / PG. of 0.20 W PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf 0.8 * 0.30 FRAMING 5.0 psf 4.5 = INSULATION 2.5 psf Max sw%= GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf 0.20W DEAD LOAD 17.0 psf 4.0 ft SNOW LOAD (Pf) 16.0 psf TOTAL LOAD 33.0 psf . LATERAL SEISMIC: Zone= 3 LOADS R= 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = SD FOR STIFF SOIL PROFILE. .13 % * 10 / 4.0 = I = 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16 - Q 2 - 20 / (r -max * (Ab)^0.5) Cv = 0.54 PER UBC TABLE 16 - R Ct = 0.02 FOR • ALL OTHER BUILDINGS hn = 19.0 ft T= 0.18 secs V= 0.54 *1/ (4.5* 0.18)= 0.66W Vmax = 2.5 * 0.36 * 1 / 4.5 = 0.20 W Vmin _. 0.11 * 0.36 * 1 = 0.04 W For seismic zone 4: Vmin= 0.8 * 0.30 * 0.0 * 1 / 4.5 = 0.00 W Max sw%= 13% Use V'= 0.20W Lw = 4.0 ft AB = 3450 ft^2 ' - r(max) = v*(1'0/Lw)= .13 % * 10 / 4.0 = 0.33. p = 2 - 20 / (r -max * (Ab)^0.5) = 2-20/ (0.33 * 3450 ^0.5)) = 1.00 E = p VW = 0.20 W PER UBC EQ. 30-1 NET FORCE = 0.20 W / 1.4 = 0.14 W WIND:. EXP = B SPEED= 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 0.62 Cq*qs*Ce = 11.7 psf 15'- 20'= 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 215'- 30'=. 0.76 = 14.3 psf 30'- 40'= 0.84 = 15.8 psf NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 BY: SM / JR 530-893-1600 DATE:: !-D ! ? FAX 530-893-2113 JOB NO:=`. PG. S of General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, 'retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). By: SM / JR Date: 1.0 /02 Job No: e?04zG, , Page (Z2 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid A INDICATES LENGTH OF DIAPHRAGM \ WITHOUT SHEAR PANEL, TYP. N®rthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 k L2 DL Lsw2 k L3 sw3 k L4 k Ls4 L5 kLsw5 L6 71.0 ft 13.0 ft L 12.5 ft 923 ft^2 59 Ib/ft 280 Ib/ft 25% PARALLEL WALL H / W ratio L1 = 0.0 ft Lsw1 = 4.0 ft 2.25:1 L2 = 35:0 ft Lsw2 = 4.0 ft 2.25:1 L3 = 24.0 ft Lsw3 = 0.0 ft 96 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf L4= 0.0 ft Lsw4= 0.0 ft 0% L5= 0.0 ft Lsw5= 0.0 ft 0.0 ft L6 = 0.0 ft 0 Ib/ft 0% LENGTH OF SHEARWALL (LswTOT) = 8.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 67.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) .TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 71.0 ft 13.0 ft 17.0 psf 12.5 ft 923 ft^2 59 Ib/ft 280 Ib/ft 25% PARALLEL WALL 67.0 ft 9.0 ft 10.0 psf 4.5 ft 603 ft^2 90 Ib/ft 108 Ib/ft 100% PERP. WALL 60.0 ft 9.0 ft 10.0 psf 4.5 ft 540 ft^2 0 Ib/ft 96 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft 0 ft^2 0. Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft 0 ft^2 0Ib/ft 0 Ib/ft 0% I otal wuL = 14V Ib/rt Total vegDL = 484 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 25% TRIBUTARY WALL AREA FOR WIND (Aw) = 165 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 20.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.6 psf C:G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 484 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 260 Ib/ft GOVERNING LATERAL FORCE v ov = 484 Ib/ft SEISMIC GOVERNS By: SM / JR NorthStar 20 DECLARATION DRIVE Date:. 10/02 ENGINEERING CHICO, CA 95973 Job No: 0�J g 530-893-1600 Page -7 of FAX 530-893-2113 SHEAR WALL: (CONTINUED) . Location: Grid A UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 4421 ft - Ib /ft WIND = (v w) * cgw = 2605 ft - Ib /ft max (mo) = 4421 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (518" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in s acin ft thick. in spacing (ft) 2X 1.71 2X 2.45 Req'd: SHEAR WALL NO. 3 HOLDDOWNS FOR SHEARWALL DRAG STRUT FORCE DSF1 = (vgoy * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1706 Ib Uplift A-307 Retrofit 1388 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2 + 1-3) = Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 4.0 ft 17684 ft -Ib 1010 ft -Ib 4168 Ib 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lsw2 = 4.0 ft 17684 ft -Ib 1010 ft -Ib 4168 Ib 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lswi = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgoy * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1706 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lsw1 + 1-2) _ -318 Ib DSF4 = vgov * (Lswl + Lsw2) -(vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2) = 1388 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 1706 Ib MIN. DRAG STRUT FORCE _ -318 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: P_'? 02 Job No: 004-G, Page Ig of .PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid D INDICATES LENGTH OF DIAPHRAGM \ WITHOUT SHEAR PANEL, TYP. i orth Star ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 ' 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 kLswl k L2 Lsw2 L3 IA=sw3 L4 k Ls4 L5 %wDL to use kLsw5 L6 21.0 ft 17.0 psf 12.5 ft 1302 ft^2 L 271 Ib/ft 50% PARALLEL -WALL 80.0 ft 9.0 ft H / W ratio 4.5 ft L1 = 8.9 ft Lswl = 5.0 ft 1.80:1 100% L2.= 6.3 ft Lsw2 = 2.7 ft 3.38:1 10.0 psf L3 = 20.0 ft Lsw3 = 4.0 ft 2.25:1 110 Ib/ft L4=' 6.7 ft Lsw4= 0.0 ft. 0.0 ft 0.0 ft L5 = 0.0 ft Lsw5 = 0.0 ft O ft^2 0 Ib/ft L6 = 0.0 ft 0% OTHER 0.0 ft i 0.0 psf 0.0 ft 0 ft^2 . LENGTH OF SHEARWALL (LswTOT) = 11.7 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 53.5 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB'. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. 62.0 ft . 21.0 ft 17.0 psf 12.5 ft 1302 ft^2 207 Ib/ft 271 Ib/ft 50% PARALLEL -WALL 80.0 ft 9.0 ft 10.0 psf 4.5 ft 720 ft^2 135 Ib/ft 88 Ib/ft 100% PERP. WALL 100.0 ft 9.0 ft 10.0 psf 4.5 ft 900 ft^2 0 Ib/ft 110 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft 0 ft^2 0 Ib/ft 0 Ib/ft 0% 1 offal WUL = :34Z ID/it Total vegDL = 470 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 165 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 20.0 ft (up to 40'=0" max) WIND PRESSURE (P) = 12.6 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft' LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 470 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 179 Ib/ft GOVERNING LATERAL FORCE (vg ov = 470 Ib/ft SEISMIC GOVERNS 11 By: SM / JR Date: J. 0402 Job No: 80A- z_- Page 9 of ®rthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid D UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) ' ... = 4283 ft - Ib /ft WIND =, (v w) * cgw = 1787 ft - Ib /ft max (mo) = 4283 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in s acini ft thick. in spacing (ft) 2X 1.76 2X 2.53 Req'd: SHEAR WALL NO. 3. LDDOWNS FOR SHEARWALL DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 913 Ib ! DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 923 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 283 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 1260 -Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) _ -787 Ib DSF6 = vgov' (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L)' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 682 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov(Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 +,Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov ' LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 1260 Ib MIN. DRAG STRUT FORCE _ -787 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswi = 5.0 ft 21415 ft -Ib 3628 ft -Ib 3557 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 2.7 ft 11393 ft -Ib 1027 ft -Ib 38971b 5/8 RFB#5xl6 / ET722 PHD5 / 2-2x / SSTB24 Lsw3 = 4.0 ft 17132 ft -Ib 2322 ft -Ib 3702 Ib 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not re 'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 913 Ib ! DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 923 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 283 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 1260 -Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) _ -787 Ib DSF6 = vgov' (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L)' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 682 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov(Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 +,Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov ' LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 1260 Ib MIN. DRAG STRUT FORCE _ -787 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 10 102 Job No: gj0.+Gj Page o of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 3.5 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lswl L L2 LLsw2 L L3 NorthStar ENGINEERING L1 = 0.0 ft Lswl = 11.5 ft L2 = 40.5 ft Lsw2 = 0.0 ft L3 = 0.0 ft Lsw3 = O.O ft L4= 0.0 ft Lsw4= 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 4.5 ft 468 ft^2 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I. L6 H / W ratio 0.78:1 LENGTH OF SHEARWALL (LswTOT) = 11.5 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 52.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIG. COMPONENT. LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 52.0 ft 15.5 ft 17.0 psf 12.5 ft 806 ft^2 132 Ib/ft 170 Ib/ft 50% PARALLEL -WALL 52.0 ft 9.0 ft 10.0 psf 4.5 ft 468 ft^2 90 Ib/ft 58 Ib/ft 100% PERP. WALL 65.0 ft 9.0 ft 10.0 psf 4.5 ft 585 ft^2 0 Ib/ft 73 Ib/ft 0% ROOF DIAPHR. #2 29.0 ft 12.5 ft 17.0 psf . 12.5 ft 363 ft^2 59 Ib/ft 77 Ib/ft 50% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 281 Ib/ft Total vegDL = 378 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 270 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 16.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.9 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 378 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 279 Ib/ft GOVERNING LATERAL FORCE v ov) = 378 Ib/ft SEISMIC GOVERNS By: SM / JR Date: 10 1b2 Job No: 0U,+'7 Page tj of nl®rthStar ENGINEERING SHEAR WALL: (CONTINUED) Location: Grid 3.5 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND =(v w)*cgw= max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (112" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill. plate Anc. bolt thick. in s acin ft thick. in spacing (ft) 2X 2.19 2X 3.14 HOLDDOWNS FOR SHEARWALL 20 DECLARATIOWDRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3673 ft - Ib /ft 2788 ft - Ib /ft 3673 ft - Ib /ft (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 2. Length Lswl = 11.5 ft Lsw2 = 0.0 ft Lsw3 = 0.0 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft 20 DECLARATIOWDRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3673 ft - Ib /ft 2788 ft - Ib /ft 3673 ft - Ib /ft (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 2. DRAG STRUT FORCE Holdowns PHD2 / 2-2x / SSTB20 NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D DSF1 = (vgoy * LswTOT / L) * L1 = 0 Ib Uplift A-307 Retrofit Mo Mr M/D allthrd dia. HD 42242 .ft -Ib 15794 ft -Ib 2300 Ib 5/8 RFB#5x16 / ET -22 O ft -Ib O ft -Ib 0 Ib Not req'd NOT REQ'D O ft -Ib O ft -Ib 0 Ib Not req'd NOT REQ'D O ft -Ib O ft -Ib 0 Ib Not req'd NOT REQ'D O ft -Ib O ft -Ib 0 Ib Not req'd NOT REQ'D DRAG STRUT FORCE Holdowns PHD2 / 2-2x / SSTB20 NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D DSF1 = (vgoy * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) = 3382 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov' LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) _ 0 lb MAX. DRAG STRUT FORCE _ '3382 Ib MIN. DRAG STRUT FORCE = 0 Ib USE: MSTC40 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: ! 0 102 Job No: 004-r;, Page t 2 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 4 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. N®rthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 L2 Lsw2 L3 sw3 L4 LsA4, L5 LswS L6 ROOF DIAPHR. #1 30.0 ft L 17.0 psf 12.5 ft 240 ft^2 87 Ib/ft 73 Ib/ft 100% H / W ratio L1 = 25.0 ft Lswl = 4.0 ft 2.25: 1 L2 = 14.0 ft Lsw2 = 4.0 ft 2.25: 1 L3= 0.0 ft Lsw3= 0.0 ft 0 Ib/ft L4= 0.0 ft Lsw4= 0.0 ft 12.5 ft L5= 0.0 ft Lsw5= 0.0 ft 110 Ib/ft L6 = 0.0 ft 0.0 ft 0.0 ft 0.0 psf LENGTH OF SHEARWALL (LswTOT) = 8.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 47.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (I<) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 30.0 ft 8.0 ft 17.0 psf 12.5 ft 240 ft^2 87 Ib/ft 73 Ib/ft 100% PARALLEL WALL 28.0 ft 9.0 ft 10.0 psf 4.5 ft 252 ft^2 54 Ib/ft 45 Ib/ft 100% PERP. WALL 24.0 ft 9.0 ft 10.0 psf 4.5 ft 216 ft^2 0 Ib/ft .39 Ib/ft 0% ROOF DIAPHR. #2 29.0 ft 12.5 ft 17.0 psf 12.5 ft 363 ft^2 0 Ib/ft 110 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 140 Ib/ft Total vegDL = 266 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 100% TRIBUTARY WALL AREA FOR WIND (Aw) = 250 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 16.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.9 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 266 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 371 Ib/ft GOVERNING LATERAL FORCE v ov = 371 Iblft WIND GOVERNS By: SM / JR Date: 10 /02 Job No: 80 4- ,S� Page I S of SHEAR WALL: ®rthStar ENGINEERING (CONTINUED) Location: Grid 4 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND =(v w)*cgw= max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 2662 ft - Ib /ft 3711 ft -lb/ft 3711 ft -lb/ft (Add wSL to wDL if veq controls) SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in spacing ftthick. in spacing (ft) 2X 2.23 2X 3.20 Req'd: SHEAR WALL NO. 2 . HOLDDOWNS FOR SHEARWALL DRAG STRUT FORCE DSF1 = (vgov,* LswTOT / L) * L1 = 1579 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) _ -347 Ib Uplift A-307 Retrofit 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) *. (1-1 + Lswl + L2 + Lsw2 + 1-3) = Length Mo Mr M/D allthrd dia. HD Holdowns Lsw1 = 4.0 ft 14844 ft -Ib 749 ft -Ib 3524 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 4.0 ft . 14844 ft -Ib 749 ft -Ib 3524 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov,* LswTOT / L) * L1 = 1579 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) _ -347 Ib DSF3 = vgov * Lsw1 - (vgov * LswTOT / L) * (1-1 + Lswl + L2) _ -1232 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) *. (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 +Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov(Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov' LswTOT / L) ` (Lt + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov . LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) _ . 0 Ib MAX. DRAG STRUT FORCE = 1579 Ib MIN. DRAG STRUT FORCE _ -1232 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES NorthStar Engineering 20 Declaration Drive Chico, CA 95973 Page of Rev:550100 • User: KW -0603075, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software Description ryther residence Timber Member Information Bs Timber Section 3.125x15.0 Beam Width in 3.125 Beam Depth in ° 15.000 Le: Unbraced Length ft 2.00 Timber Grade )ouglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 Fv - Basic Allow psi 190.0 Elastic Modulus ksi 1,800.0 Load Duration Factor 1.000 Member Type GluLam ' Repetitive Status No Center span Data Span ft 20.00 Dead Load #/ft 155.00 Live Load #/ft 145.00 Results Ratio = 0.6463 Mmax @Center in -k 180.00 . @X= ft 10.00 fb : Actual psi 1,536.0 Fb : Allowable psi 2,376.6 Bending OK fv : Actual psi 84.5 ' Fv : Allowable psi 190.0 Shear OK Reactions @ Left End DL lbs 1,550.00 LL lbs 1,450.00 Max. DL+LL lbs 3,000.00 @ Right End DL lbs 1,550.00 LL lbs 1,450.00 Max. DL+LL lbs 3,000.00 DefleCtionS Ratio OK Center DL Defl in -0.353 L/Defl Ratio 680.5 Center LL Defl in -0.330. UDefl Ratio 727.4 Center Total Defl in -0.683 Location ft 10.000 UDefl Ratio 351.6 Title :M Job #' Dsgnr. S / ( Date: 3:49PM, 11 APR 02 Description Scope: Timber Beam & Joist Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements BY: SM / JR NORTHSTAR ENGINEERING April -02 20 DECLARATION DRIVE JOB N0: aO 4 l::j CHICO, CA 95973 PG. (5 OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9. FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3.5 IN WIDTH = 1.5 IN LENGTH (L) = 9 FT L / DEPTH = 30.86 OKAY < 50 AREA = 5.3 SQ.IN S = 3.06 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb- = 900 PSI Fb Cf = 1.5 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1350 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.5 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = 2025 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 504 FcE = KcE*E' / ( (L/d)(L/d) ) F'c = 474.9 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SQRT( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') (FcE / Fc*) y c') ) LOADING CONDITIONS: AXIAL LOAD = 1310 LBS fc = P / A = 247 PSI Pc = 474.9 PSI OKAY F'c > fc WIND LOAD = 15.6 PLF MOMENT = 1895 IN -LBS (MAX.) F" b = 1796 PSI = Fb * 1.33 (FOR WIND) fb = M / S = . 619 PSI UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b.[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95. < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X4 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. Fc: 2.5 ksi Min. req'd. ftg. dims. (ft) X Y_ Fy: 40.0 ksi Col. Allow. soil brg.: 1.5 ksf 3.5 in Lt. wt. conc. fact.: 1.00 -dir.: Spread Footing Calculations Load factors - DL: 1.60 LL: 0.00 Min. reinf. ratio: 0.0020 Loads DL LL kis kis Min. req'd. ftg. dims. (ft) X Y_ Actual ftg. dims. (ft) X_ Y Actual soil brg. Lks Col. dim., x-dir.: 3.5 in Col. dim., -dir.: 3.5 in Loads DL LL kis kis Min. req'd. ftg. dims. (ft) X Y_ Actual ftg. dims. (ft) X_ Y Actual soil brg. Lks Depth req'd (in) Beam Punch. shear shear Act. "d" to rebar jtj Ftg. thick. J0.1Ks Vpunch vu / phi ij As req'd (x-dir) ult. min. jLq. in. I s .in. As req'd (y-dir) ult. min. jLq. in.1 fs. in. 1.4 0.0 0.97 0.97 1.00 1.00 1.40 0.66 0.69 8.00 12.00 0.001 0.01 0.29 0.01 0.29 3.2 0.0 1.46 1.46 1.50 1.50 1.42 1.14 1.42 8.00 12.00 0.010 0.03 0.43 0.03 0.43 5.7 0.0 1.95 1.95 2.00 2.00 1.43 1.61 2.21 8.00 12.00 0.022 0.07 0.58 0.07 0.58 9.0 0.0 2.45 2.45 2.50 2.50 1.44 2.10 3.07 8.00 12.00 0.039 0.15 0.72 0.15 0.72 13.0 0.0 2.94 2.94 3.00 3.00 1.44 2.58 3.94 8.00 • 12.00 0.060 0.27 0.86 0.27 0.86 17.5 0.0 3.42 3.42 3.50 3.50 1.43 3.03 4.78 8.00 12.00 0.083 0.43 1.01 0.43 1.01 23.0 0.0 3.92 3.92 4.00 4.00 1.44 3.52 5.68 8.00 12.00 0.111 0.67 1.15 0.67 1.15 29.0 0.0 4.40 4.40 4.50 4.50 1.43 3.98 6.55 8.00 12.00 0.142 0.97 1.30 0.97 1.30 36.0 0.0 4.90 4.90 5.00 5.00 1.44 4.48 7.47 14.00 18.00 0.063 0.77 2.16 0.77 2.16 43.0 0.0 5.35 5.35 5.50 5.50 1.42 4.90 8.30 14.00 18.00 0.077 1.02 2.38 1.02 2.38 51.0 0.0 5.83 5.83 6.00 6.00 1.42 5.35 9.17 14.00 18.00 0.092 1.34 2.59 1.34 2.59 60.0 0.0 6.32 6.32 6.50 6.50 1.42 5.83 10.08 14.00 18.00 0.109 1.72 2.81 1.72 2.81 70.0 0.0 6.83 6.83 7.00 7.00 1.43 6.33 11.01 14.00 18.00 0.129 2.18 3.02 2.18 3.02 80.0 0.0 7.30 7.30 7.50 7.50 1.42 6.78 11.88 14.00 18.00 0.148 2.69 3.24 2.69 3.24 91.0 0.0 1 7.79 7.79 8.00 8.00 1 1.42 1 7.25 12.78 1 14.00 1 18.00 1 0.169 1 3.29 3.46 1 3.29 3.46 Q 0 U C SIMPSON The Predeflected Holdovn (PHO) is a revolutionary development in holdown connections. Predeflected during manufacturing, the PHD virtually eliminates deflection from material stretch. PECIAL FEATURES: Typical I • Woad screws reduce slip due to overdrilled bolt holes. Installa • Smaller centerline reduces eccentricity in the stud. • No stud bolts to countersink. Hold • The slot in the seat provides anchor bolt adjustment. • Fits easily on a 4x stud. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General Notes. • Place the PHD over the anchor bolt. • Install Simpson's code -recognized SDS'/4X3 wood screws, which are provided with the holdown. (Lag screws will not achieve life same load.) • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. • See SSTB Anchor Bolts, page 25, for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should take the bearing plate height of 15/6' into account, to ensure adequate length of threads to engage the nut. For 3x sill plates use SSTBL. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without -splitting the wood. CODES: ICBO 5328; City of L.A. RR 25300. For holdowns, per ASTM test standards, anchor bolt nuts should be finger -light plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. mow_. PHD5Q. Fasteners 6 (others Holdowns Deflection Holdown7 Deflection similar) o Size US Patent `o Ga 5,979,130 Design Load Anchor For holdowns, per ASTM test standards, anchor bolt nuts should be finger -light plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. 1.Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed Yz' right angle drill with a 1/e' hex head driver. 7.PHD installed raised oll the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-2x6 members in two toad capacities. • Concentric Io eliminate bending on the stud. • Install Simpson's code -recognized SOS1/4X2'/2 wood screws; which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/a" of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 21/2". CODE: Submitted to ICBO 3/01. Model Dimensions Fasteners 6 Allowable° Tension Loads Holdowns Deflection Holdown7 Deflection • No. Size No. of Model Ga (133) Design Load Anchor Simpson Avg 2-2x and at Highest at Highest No. W H B CL Dia. SDS)4X3 Ult Greater Vertical Allowable Allowable Top View .032 HDC10/22 SDS2.5 Wood 3 Wood Member I Design Load Design Load HDC10/4 SDS2.5 4x9/,6 14'/6 3 2/a ; 24 9665 Screws Installation (133) Flush Raised — PHD2_SDS3 — 14 j 3 9j6 2% 1% % 10 12,520 1 3610 033 .076 PHD5 SDS3I 14 3 11/6 2/ 1/ / I 14 75,670 4685 I 047 111 — [PH06-SDS3 12 ": 13'36 2r/ 1/ / 18 18,250 5860 .045 .077 jPHD6 SDS3 10 3y 17X6 21/ 1/ / 24 21,2431 6733 .051 .060 1.Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed Yz' right angle drill with a 1/e' hex head driver. 7.PHD installed raised oll the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-2x6 members in two toad capacities. • Concentric Io eliminate bending on the stud. • Install Simpson's code -recognized SOS1/4X2'/2 wood screws; which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/a" of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 21/2". CODE: Submitted to ICBO 3/01. I. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 2. See page 10 and 32 for retrofit anchor bolt. 3. Loads are based on static tests on wood studs, limited by the lowest of 0.125- deflection, ultimate divided by 3 or the wood screw value. ��.`y Vic. ,i•J;�L1 Model Post W H 6 Anchor Number i of SDS Allowable Tension Holdown Deflection at Highest Allowable • No. Size ,.x.,a.<.;:::_. Bolt 11/42 1/2 (133) Design Load HDC5/22-SDS2.5 2-2x 3'/e 1 93/a 3 6/a 12 4870 .032 HDC5/4-SDS2.5 4x 39/,6 9iz j 3 _ s/a 12 _ 4870 page 8 Top View .032 HDC10/22 SDS2.5 2-2x 3'/a 143/6 3 1/6 24 9665 .075 HDC10/4 SDS2.5 4x9/,6 14'/6 3 2/a ; 24 9665 .075 I. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 2. See page 10 and 32 for retrofit anchor bolt. 3. Loads are based on static tests on wood studs, limited by the lowest of 0.125- deflection, ultimate divided by 3 or the wood screw value. ��.`y Vic. ,i•J;�L1 S.SDS1/0 screws are required for PHO's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. ° 0 0. ° o ° H 21/' HDC10 US Patent Pending 4. Deflection at Highest Allowrable Design Load: The dellection of a holdown measured behveen the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 5. Installs best with a low spied '/z' drill with a 3/a' hex head driver. .°j4t F 6k- JcuP> !�� I GJ For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. Uses SOS I/- x 2'1W ° Scre:•,s Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 PA-Cec 1 -7 e SDS1/4X3 Screw • :. ,.'.; US Patent No. ,.x.,a.<.;:::_. 6,109,850 TaF See screw HANGER NOT info on SHOWN page 8 Top View .-,;. Typical Concrete Wall - PHD Offset Installation S.SDS1/0 screws are required for PHO's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. ° 0 0. ° o ° H 21/' HDC10 US Patent Pending 4. Deflection at Highest Allowrable Design Load: The dellection of a holdown measured behveen the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 5. Installs best with a low spied '/z' drill with a 3/a' hex head driver. .°j4t F 6k- JcuP> !�� I GJ For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. Uses SOS I/- x 2'1W ° Scre:•,s Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 PA-Cec 1 -7 e U 0 w c� Z 0 N Z N a 2 O 0 0 U V SIMPSON Extensive SSTB testing has been done to determine the design load capacity at a common application, the garage stem wall. Design loads are based on the lowest ultimate, from a series of five tests, with a three -times safety factor. PECIAL FEATURES: • Rolled threads for higher tensile capacity. WAW • Offset angle reduces side -bursting, provides more concrete cover. • Stamped embedment line aids installation. • Configuration results in minimum rebar interference. MATERIAL: ASTM A307 INSTALLATION: • SSTB is used for monolithic and two -pour installations. • Nuts and washers are not supplied with the SSTB; install standard nuts, couplers and/or washers as required. REINFORCED CONCRETE FOUNDATION • Install SSTB before the concrete pour using an MKP or AnchorMate (see page 11). Install the SSTB diagonally at approximately 45° from the wall. Install one n4 rebar 3" to 5' from the top of the foundation. • The SSTB does not need to be tied to the rebar. • Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection is required for foundation concrete h hId w en t e strut, ura es; on Is based on concrete no greater than 1� 2500 psi (1997 Uniform Building Code, section 1701.5.1). 3 tos • Use 90% of the table load for 2000 psi concrete. REINFORCED CONCRETE BLOCK • Before concrete pour, install diagonally at approx. 45' in the Celt- !J REBAR� • Horizontal #4 rebar (minimum 56' long)—approx. one rebar 12" from the top and two rebars approx. 28" from the top. Vertical #4 rebar (minimum 24" long)—install with maximum 24" o.c. spacing. • Grout all cells with minimum 2000 psi concrete. Vibrate the grout per the 1997 Uniform Building Code,. section 2104.6.2. o!Gilc OPTIONS: Available in hot -dip galvanized; consult factory. �Ee, CODES: ICBO 4935, City of L.A. RR 25248. `� `f SELECTION TABLE Model I2x• 3x, 2.2x Sill Plates No. ([Mono PouTTwo Pour PHD2' HD2A LTT20B SSTB16 ' SSTB20 I LTT131 HTT16 j HD5A _ MT0286 I SSTB20 i SSTS24 HTT22 — - HDC5/22 SSTB24I — HDC5/4 PHD8' i HD6A HD8A SSTB28 SSTB34 H008 ! i HDC10/22 j HDC10/4� 1.SSTBL models are recommended for PHO holdowns on 2-2x and 3z sill plates. Typical SSTB Installation SSTB is 3%z' SSTBL is 5'/2' 14• T � SSTB16 .I (others similar) Iz U.S. Patent 5,317,850 le I f � 1 % MIN. EDGE �r, DISTANCE a Identification on the bolt head showing '�• embedment 6. angle. EMBEDMENT ENT LINE A A 4-j SLAB le • FOOTING .a o Double Pour Installation (SSTB20, 24 and 34) 45° ° 135°/90°/45° 135° ° 0• Plan View of SSTB Placement in Concrete Stemwall TYPICAL PLAN VIEWS OF REBAR INSTALLATION PLACE1 x i DIAGONAL IF IN CORNER z _ j APPLICATIONLU N _• I I i + 12'MIN.FOR q•;? Q �'� %' DIA. SSTB_[ " w d < \� I FOR FULL LOCATE \ N Cr x;w h TABLE LOAD A=aaox. as - i • �\ z ' o C FROM WALL MIN. o 0 o MIN. f.• f ► �. 11:'MIN. 1—►ItMIN. Continuous Typical SSTB Installation Corner Installation Stemwall End Wall with mudsill and holdown T Min Model Slemwall1 Dia Len th IrEmbed No. Width gConcrete le Avg Ult Concrete Allowable Tension Load (133)' Z— a Concrete ( Concrete f'c = 2500 psi Block I Block End l _SST616 i 6 5/8 175A I 125/8 13640 4420 4780 1850 SST820 6 15/s 215/a i 165/a 14745 4600 4780 1850 j SSTB24 ; 6 5/s 25% j 20% • 16439 5175 4780 1850 SSTB28'8 % 29'/e 1 24'/e 32700 10100 6385 ! 4815 I SSTB34 8 j'/a 34% 128% 32700 10100 6385 4815 SSTS36 8 '/a 361/s 128% 32700 10100 6385 4815 1. Loads may not be increased for short-term loading. Loads apply to earthquake and wind loading. Minimum anchor center -to -center spacing is 21e for anchors acting in tension at the same time for full load. 3. The SSTB was tested in a stem wall ,vith a minimum amount of concrete cover. 4. Maximum allowable toad is 8150 lbs. for SST828, 34 and 36 when used 5- from the end of a concrete foundation. Use full table load when installed 24' from the end or installed in a corner condition (see illustration). 2 5. Connection is limited by the lowest of bolt or holdown capacity. 6.PHD and HTT minimum end distance is 43/e". 7. Order the SSTBL models for longer thread length (51/2'). SSTBL and SSTB loads are the same. 8.The minimum end distance for slab on grade Strong -Wall' Shearwall is 3'/c". The SSTB28 in a 6" stemwall with an end wall condition and a 3T/e" end distance has a load of 6800 lbs. The SSTB in a 8" stemwall with an end wall condition and a 3%" end distance has a load of 7590 lbs. 0 Typical SSTB Installation in Grouted Concrete Block 25 See Hanger tables on pages 47 to 53. See Hanger Options on pages 149 to 154 for hanger modifications, which may result in reduced loads. These hangers have the highest loads of any face mount hangers! All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fearer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs) MATERIAL: See tables, pages 47 to 53. FINISH: Galvanized. Some products available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. • 1 E sinkers (9 gauge x 31W) may be used where 10d commons are � e T z, C tl o H '•11/--_-,�L ° �.?" �Z� LUS28 HUS210 (HUS26, HUS28, and HHUS similar) specified with no reduction in load. Where 16d commons are specified, Down AvgFloor Ult 10d commons or 16d sinkers (9 gauge x 31/4") may be used at 0.84 CODES: BOLA, (CBO, Nos. r �.. of the table load. 21; I NER-209, NER-421; ICBO.,�'.9: Double • With 3x carrying members, use 16d x 21/2" nails into the header City of L.A. RR 24949 and RR 25076; Shear and 1 E commons into the joist with no load reduction. With 2x Dade County No. 00-0512.06. Nailing carrying members, use 10d x 11/2" nails into the header and 10d U.S. Parent 5,603,580 Side View commons into the joist, reduce the load to 0.64 of the table value. 335 385 OPTIONS: • LUS hangers cannot be modified. 290 ; • HUS hangers available with the header flanges turned in for 335 2-2x (31/8") and 4x only, with no load reduction. 3 See the HUSC Concealed Flange illustration. 758 • See Hanger Options, page 149. 240 240 190 • Other sizes available consult 205 L50 5 your Simpson representative. Down AvgFloor Ult Dome Double Shear CODES: BOLA, (CBO, Nos. r �.. Nailing prevents tabs breaking off (available 21; I NER-209, NER-421; ICBO.,�'.9: 612 on some models) City of L.A. RR 24949 and RR 25076; 185 160 Dade County No. 00-0512.06. 160 Ss U.S. Parent 5,603,580 6-1Od 1600 335 385 The GA Gusset Angles' embossed bend section provides added strength. L–Staggered nail pattern reduces the possibility for splitting. LS–Field-adjustable 0° to 135° angles. MATERIAL: L-16 gauge; GA and LS -18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • LS–field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: BOCA, ICBG, SBCCI NER-413, NER-443; ICBO 5357; City of L.A. RR 25119, RR 25149; Dade Co., FL 99-0713.05 (L70, LS50). Model L Fasteners No. Down AvgFloor Ult Doug-Fir-Larch/So. Pine Allowable Loads 1.2.3 Snow Root (100) (115) (125) Spruce -Pine -Fir Allowable Loads Floor Snow Roof (100)( (115) (125) GA1 2 Y. 4-10d 612 185 185 185 160 160 160 GA2 31/. 6-1Od 1600 335 385 415 290 ; 335 335 L30 3 4-10d 758 220 240 240 190 205 205 L50 5 6-1Od 1983 335 385 420 290 335 360 , L70 7 8-1Od 1983 445 510 555 380 435 475 L90 9 10-10d 4667 555 640 695 480 550 600 LS30 3 % 6-1 Did 1933 335 385 420 290 335 1360 LS50; 4% 8-1Od 2180 450 i 520 j 560 390 450 485 j LS701 6Y8 10-10d 4233 560 645 675 485 560 j 580 1 LS901 7'/s 12-10d 3233 670 j 770 840 580 [ 670 730 �!.Si3D MV,', 'LS50 LS10—Ls90 LS ' ON, Typical LUS28 Installation Standard LUS28 installation use .148x3" (10d common) or .14801/4" (16d sinker) nail ADJUSTABLE FROM 0• TO 135' BEND ONE TIME \/ ONLY. SHIPPED AT 45' LS Top View 1. GA and L angles—loads are for condition Ft or F2; LS angles—loads are for condition F1 only. 2.GA1 and GA2 angles—loads for F2 are 220 and 335 lbs (100) and 280 and 415 lbs (125), respectively. 3. Roof loads are 125% of floor loads unless limited by other criteria; floor loads may be adjusted for other load durations according to the code. provided they do not exceed those in the roof column. 4. Use a minimum lumber thickness of 1?.'. For 1112 lumber, use 0.81 of table load, except GA7 in F1 direction, use 185 lbs. 5. Nail the L angle's wider leg into the joist to ensure table loads and allow correct nailing (see illustration). Double Shear Nailing Top View U.S. Patent 4,480,941 Canada Patent 1,193,418 i• er s= I v:: HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) GA1 46 Typical LS70 Installation 23W 1,13ra LO 0 a c IT_ L70 ---- L30 a a L90 Typical GA Installation ►10101 RAI N, X111 11111 ';. Typical 1_50 Installation CMSTC provides nail slots for easy installation and coined. edges for safe handling. fCS are continuous utility straps which can be cut to length on the job site. ackaged in a lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only -Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. CODES: BOCA, ICBG, SBCCI NER-413; City of LA RR 25293 (CMST12 and CMST14); Dade Co. 99-0623.04 (CS18 only). 10 1. Allowable loads 100% value is the Total maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless Allowable Nail Model L End Ga Cut LFasteners Length g Tension Loads Spacing No. (Length L lts (Total) o.c. of Roll) NailsH01y.0Dia (100JL (133/160)= (Ina Row) SA36 12 ga x 2X6 45" 22-16dl 4 1 y clear span + 90" 100-16d 7230 9640 t %" CMST12 40' 32 12 clear span + 210- 118-10d i230 9640 ( 3Y" HSA41 3 ga x 3 105" — 4 �/. CMST14 52y' 34" 14 clear span + 68" 74-16d 5095 6795• 1 %" 78" clear span +156" 88-10d 5095 6795 314" 3 ga x 3 59 — 8 CMSTCI6 54' 25 16 clear span + 50" 64-16d sinkers 3520 4690 1Y:" ' 49-1, clear span + 98'• 64-16d sinkers 3520 4690 3,, CS16 150' clear span + 30" 28-8d 1235 1650 CS16-R 25' 16 1235 1650 clear span + 24" 22-10d CS18S 100' r14: clear span + 24" 22-8d CS18 200' 18 clear span + 20" 18-10d 950 1270 CS18-R 25' clear span + 20" 18-10d 2X6^ CS20 250' 9., clears an + 20" 18-8d 750 1005 CS20-R 25' 20 750 1005 7- clears an + 16" 14-10d CS22300' 7" clears an + 16" 14-8d 620 825 CS22-R 25' 22 620 825 SYz" clear span + 13" 12-10d 1. Allowable loads 100% value is the 2.133% and 160% value may be used maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless 3. Use half of the nails at each member being otherwise indicated. connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners: See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBG, SBCCI NER-413; City of L.A. RR 25119. 1.Allowable loads have been increased 33% and 60% for earthquake or wind loading wilh no further increase allowed. 2.Allowable loads assume a restrained member of 3'/i min. thickness with bolts in single shear. 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. tz•:.: :A•� i 1 ' •CSt8�:16G�11GE'i- •y< - 'h• Pi CS16 Hole Pattern (all other CS straps similar) s k l CMST14 14 GAUGE etc �.. 3'h•—moi —131, CMST14 Hole Pattern (CMST12 similar) ab ;°i:� i p ti4S d�" c r t� CMSTCt6`,16 GAUGE ?y 3• o t 0 tr CMSTCI6 Hole Pattern Typical HSA Installation ,Srstnvl 9 L...:: SAD01EMAN`'cR Typical SA Installation with Saddle Hanger 129 Total Fasteners Allowable Model Strap Avg Horizontal Loads No. Section L lts Ult Nails Bolts NailsH01y.0Dia (133 $ 160) (133) (160) SA36 12 ga x 2X6 36 22-16dl 4 1 y 6767 1 1900 1605 1900 HSA32 3 ga x 3 32 — 1 2 1 '/. 13600 — 1910 j 2290 HSA41 3 ga x 3 41 — 4 �/. 17600 — 3770 4520 HSA50 3 ga x 3 50 — 6 3; 21600 — 5470 6400 HSA59 3 ga x 3 59 — 8 30100 — 6940 j 8330 IHSA68 3 ga x 3y 68 — 10 1 -Y, 34200 — 8350 10020 1.Allowable loads have been increased 33% and 60% for earthquake or wind loading wilh no further increase allowed. 2.Allowable loads assume a restrained member of 3'/i min. thickness with bolts in single shear. 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. tz•:.: :A•� i 1 ' •CSt8�:16G�11GE'i- •y< - 'h• Pi CS16 Hole Pattern (all other CS straps similar) s k l CMST14 14 GAUGE etc �.. 3'h•—moi —131, CMST14 Hole Pattern (CMST12 similar) ab ;°i:� i p ti4S d�" c r t� CMSTCt6`,16 GAUGE ?y 3• o t 0 tr CMSTCI6 Hole Pattern Typical HSA Installation ,Srstnvl 9 L...:: SAD01EMAN`'cR Typical SA Installation with Saddle Hanger 129 The MSTC series has countersunk nail slots for a lover nailing pro- file. Coined edges ensure safer handling. The RPS meets UBC and City of Los Angeles code requirements for notching plates where plumbing, heating or other pipes are placed in partitions. Install Strap Ties where plates or soles are cut, at wall intersections, and as ridge ties. LSTA and MSTA straps are engineered for use on 1112" members. The 3' center -to -center nail spacing reduces the possibility of splitting. For the MST, this may b: a problem on lumber narrower than 31/2'; either fill every nail hole with 10dx1 Yz" nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and 1/a- I T T T o T T7—I—IT IlllaooI Hill O 'O .0 O: LLJi MSTI MST n o J o1 o so0 O o a.o a.. o o' o 0 0: o.• o o, o 0 0 LSTI allJ 130 quantity of fasteners used. The LSTI light strap ties are suitable where gun -nailing is necessary through diaphragm decking and wood chord open web trusses. FINISH: HST—Simpson gray paint; PS—HDG; all others—oalvanized. Some products are available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. Y. INSTALLATION: Use all specified fasteners. See General Notes. 1 OPTIONS: Special sizes can be made to order. See also HCST. CODES: BOCA. ICBO, SBCCI NER-413, NER-443; ICBO 4935, 5357:- Dade 357:Dade County, FL. 00-1023.05 (MISTA30, 10STA36. ST12. ST18. ST22): City of L.A. RR 25119, RR 25149, RR 25281. 341 ' l 70 ora LL l Iy2. ' LL .O 0 j L 1 L ST MSTAM36 LSTA and MSTA FHA U.S. Patent (pilot holes 4,367,973 not shown) co Q I � ST9, ST12, ST18, ST22 t 0 0 .0 ° 0. 0 0 0. 0 0 0. 0 0 0• 0. o. 0. 0 3•, 0 Q'• S!MPs N suorp T Q ' MSTC28 al Installation ,anger shown) similar Floor -to -Floor Tie Installation showing a;' Clear Span I o:'�°�o:- ' o'<:`°• `<��'� o��-:o"�qf•� HST i w VA 2/x•1----------�----� HST2and HST5 HST2 HSTS I'A' 3' 'HST3 and HST6 HST3 HST6 al Installation ,anger shown) similar Floor -to -Floor Tie Installation showing a;' Clear Span r .• 0 1 Model No. Ga Dimensions, Fasteners (Total) Allowable Tension Loads W L Nails Floor (100) I (133) (160) 1 RPS18 1 116 I 1y 11By I 12-16d 810 1 1080 1295 I RPS22 1y 122y 1 16-10d 905 1 1205 1445 RPS28 1 Z, 128 1 12-16d 810 1 1080 1 1295 LSTA9 I 20 I I 1,1 9 1 8-1Od 450 605 1 725 LSTA12 1 y, 1 12 ' 10-10d 5651 755 1 905 LSTA15 1 Y, 15 12-10d 680 905 1085 LSTA18 LSTA21 1 y, 18 14-10d 790 1055 1265 1 X 21 I 16-10d 905 1205 1 1295 LSTA24 1 y, 24 18-10d 1015 1295 1295 ST292 2X, 96 12-16d 79011055 1130 ST2122 2X, 10y 16-16d 1070 T1425 1505 ST2115 y4 16y I 10-16d 450 600 600 ST2215 2X6 1161/, 20-16d 1270 1 1695 1695 I LSTA30 1 SSTA36 i LST149 j LSTI 173 'i MSTA9 1 MSA 2 18 MS� TA15 MSTAI8I MSTA21 ! MSTA24 j 1y, 1 30 j 22.10d 1255 1 1670 1 1715 1 y, 1 36 1 26-1Od 1480 1 1715 1715 33, 1 49 j 32.10dxly 1455 ; 1940 2330 33, j 73 I 48.10dx1y, 2185 1 2910 1 3495 14 1 9 I 8-1Od 4551 610 X30 1y, 112 j 10.10d 570 j 7601 910_1 1 y, j 15 j 12-10d 685 1910 j 1095 1y, 118 1 14-1Od 11065 1275 1y, j 21 ) 16-10d _800 910; 1215 1 1460 1 1y, j 24 1 18-10d 1025 1 1370 1 7640 MSTA30 MSTA361 IST6215 ST6224 1 I 1 16 1 y4 30 22-1 Od 1265 ; 1685 2025 1 y4 36 26.1Od 1495 1 1995 2135 2y,6 11 6X61 20.16d 1330 1 1775 2130 2, 1237 28-16d 1890 1 2520 2630 ST9 1}; 1 9 1 8-16d 5301 705 850 ST12 1, 11%1 10-16d 665 885 1065 ST18 1 y, 173,; 14-16d 900 1 1200 1200 ST22 1 MSTC28 I 1 y4 121%1 18-16d 1025 1 1370 1370 3 1 28 4 136-16d sinkers 2070 2760 3310 MSTC40 3 1 40y4 52-16d sinkers 2990 1 3985 4740 MSTC523 5274 162-16d sinkers 3555 4740 4740 MSTC66 1 14 3165yy,, 3 2y, 176-16d sinkers 1 77y 1 76-16d sinkers 133 , j 40-16d 4390 1 5_855 5855 _4390 5855 5855 2575 13430 3430 MSTC78 1 876236 i 6 FHA9 1 12 17 6 6y/ 8-16d 550 735 885 1 9 8.16d 550 735 8885 IFHAl2 1X,111/1 8-16d 550 735 I 885 FHA18 1'X76 17yy, 8-16d 550 735 885 FHA24 I FHA30 i/ 2316 8-16d 550 735 885 1X 30 8-16d 550 735 885 MST126 2y 26 26-10dxly, 1130 1510 1810 MST136 2 , 36 36-1 Odx1 2 1565 2090 2505 MST148 2, 48 48-10dxly, 2135 2850 3420 MST160 I 2y 60 60-1Odx12 2760 1 3680 4415 —MST 172 ! 2y, 72 72-1Odx1y 3310 1 4415 4725 21A- ' END DISTANCE BEAM and STRAP Typical LSTA Installation (hanger not shown) Model Plate Notch No. i Width RPS18 1 2x4 I s 5y" RPS2212.6 1 s 5y" RPS28; 2x4 1 5112" EN DISTA BEAM and 6.i — STRAP Typical LSTA Installation (hanger not shown) j I5'h'RPS78822I o IFI — 1 12'-RPS2a--t JII RPSiB � RPS22 RPS28 (INCOMPLETE NAIL PATTERN SHO:vN) Typical RPS Installation r FOOL - 0ow O O: PS218 and PS418I 24: 11 PS — — —► 3141 11/1, Typical PS720 Installation Model Dimensions, Bolts No. Ga W L Oty Dia PS2185 1 1 2 _18_1 PS418' 7 4 18 1 4 I.L PS7206 i 16y ; 20 1 8 1 Y2 I fb(Z- C))A4Lt/ RPS Floor -to -Floor Clear Span Table Model Clear Fasteners Dimensionsl Fasteners (Total) Allowable Tension Loads Model No.W Da (1—fin 160) Bolts L Nails Qty Dia Nails I Boltss Floor (1 00) (133) I (160) Floor (133) (160) (100) , ! MST -27 ; j 2y, ; 27 130.16d 14 1 y _ 2070 1 2760 j 2790 ` 1295 '1725 1 2070 MST37 ; 12 2y, 37y2!42 -16d 16 1 y 2860 1 3815 ! 3815 1 1825 2435 1 2920 MST48 2X, 48 ; 46-16d 18 I y 3345 1 4460 j 4460 1 2225. 2970 j 356, 1 j MST60 4415 1 2& 160 56-16d10y4350 5800 5800 2670 3565 4275 MST72 10 2y 1 72 56 16d . 10 y3 4350 ; 5800 5800 2670 1 3565 4275 HST2; ; 272 i 21y; — ; 6_I % — I — i -- 13130 j 4175 I 5005 7 HST5 5 ' 217,. ! — ; 72 1 y — i — 16385 8510 i 10210 i HST3 1 3 1 25y 1 — 1 6 y-4645 i 6195 7435 HST6 3 6 125y I — i 12 I Y. — — I — 19350 1124651 14955) fb(Z- C))A4Lt/ RPS Floor -to -Floor Clear Span Table Model Clear Fasteners Allowable No. Spanl (Total) Load (1—fin 160) 8 112-16d sinker 920 ! 1105 MSTC28 L� 16 :16-16d sinker 1225 j 1470 18 ; 28-16d sinker 2145 2575 MSTC40 16 36-16d sinker _2455 1 2945 18_ 44-16d sinker. 3375 ; 40501 MSTC52I 16 48-16dsinker3680 4415 1 MSTC66 18 64-16d sinker 5035 5855 16 68 16d sinker 5350 5855 18 180 16d sinker 5855 1 5855 MSTC7816 80-16d sinker 5855 1 5855 1 MST37 18 20-16d 1905 2285 2100 12515 16 22-16d MST48 18 • 32-16d 34-16d 3135:_3765 3330 ': 4000 MST60 18 46-16d 4785 15740 ' 16 j 48-16d 4990 15800 _ MST72 L 8 I 56.16d 5 800 1 5 8000 f' 1 16 I 56-16d 5800 1 58001 18 14-1Odxl1/z 8101 9751 MST136 16 16-1Odxl1/2 930 1115 MST148 118 i 26-10dx11/2 1545 1 1855 f 1 16 j 28-10dx1112 1660 1990 18 138-1Odxl 1/2 23301 28001 16 4010dx11/2 1- 24551 2945 M51160 I -- -- 1 - --1- - - 18 1 50-10dx11/2 --- - - - �I 3065 ! 3680 I MSTI72 � — 16 1 52-1Odx11/2 3190 l 3830 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dxl Ya' nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.10d commons may be substituted where_ 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x 31.=) or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -2'/2* ; HST2 and HST5-4': HST3 and HST6-41/2'. 6. PS strap design loads must be deternined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 7. Use half of the nails at each member being connected to achieve the listed loads. 8. For lap splice details, refer to T-CMST. 131 2 2 QZ - -2 �v s 9'3 yo 4ex e� 02 33i� ©2-33 3 y L,, -L- sic 5;0 L Z A 33 i 3 /'as-"— �341d'-Liv ,e -0s1 c6 ,/ ENCROACHMENT PERMIT COUNTY Of BUTTE ♦ DEPARTMENT Of PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District �aaaaaaal Phone: (530) 538-7339 IOX/7,3(;E —/Q� I / WE, the undersigned, hereby apply to the County of I highways, all in accordance with County ordinancesand 1. Applicant's Name:ylf l t t{elb -t'- N' l lei c l / (3. 2. Address: 1 i ��IC Prr D1, 3. Phone: `1 J_ t-, .--n r\'____ 5. Location of Work WN 6. Applicants signature. APPLICATION for an encroachment permit to do the wing work under or over the County roads must be typed or leoiblv orinted.t ISM 7. Data: CONTRACTORS INFORMATION 8. Contractor's Name: 9. Address: rJ C c ` , G 6 10. Phone: 11. Fax : 1contractors Number��/ �� . certificateonsurance: Yes No ] 12 Contractor's signature: I 11 () - 15. Authorized Agent 16. Please Check 17. Driveway (List Type): coh Crr In compliance with th written below, permis 19. Conditions Curb: ❑ above request, and TYPE OF WORK TO 13E DONE Gutter: ❑ Sidewalk: ❑ 18. other. PERMIT GRANTED iubject to all terms, conditions (including those printed on the back of Underground Service Alert (U.SA) must be notified two working days prior to any excavation. 800-227-2600 and special conditions 20. 0 Al work shall conform to accompanying: Detail 4 Plans O Special Conditions 1114 21. Date Issued: ( 22. Expiration Date:i3. Surettr Yes No Q Mike Crump, Director of Public Works - By:�. ,,A "Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page I or2 General Condition -See Page 2 2 -- 2 qS-? - IIV • E p -�,-r�"ENCROACNMENT PERMIT COUNTY Of BUTTE ♦ OEPASTMEMT Of PUBLIC WO118 �.-�i 7 Coun �toty Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538 -4356 -- Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 d'z l 7 3-S'E 2 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly printed.) 1. Applicants Name: i 2. Address: L i r c Dry C Att o e5qz 3. Phone: � � � � 4._ s4=- P M 5. Location of Work tD be Done. --' J �` 6. Applicants signature tM 1 CONTRACTORS INFORMATION 8. Contractor's Name: T / 1 9. Address: 10. Phone: -3 z 11. Fax: I Contractor's Number Cl -:h 13. Certificate of Insurance: Yes)k No Cl 14. Contractor's signature: t ,, JI-. 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please chem Curb: ❑ Gutter. O Sidewalk: O 17. Driveway (List Type): 218. other: �%� its S4 1 C -c1 ii C(✓ —1—C PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ted. 19. Conditions —ZD I - _ r I-,- _ _ _ ' _ 1 _ - . 4 r 1 r '— I unuergrouna bervlce Alert U.SA must be notified two worldng days prior to any excavation. 800-227-2600 20. O All work shall conform to accompanying: Detail IN Plans O Special Conditions 4 21. Date Issued: f f O 22. Expiration Date: / 2 C'? ;3. Surety: Yes Ir No 0 Mike Crump, Director of Public Works By: �&A "Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page I of 2 General Conditions - See Page 2 t. Butte County Department of Development Services. N ® T E S 7 County Center Drive, Oroville, CA 95965 /'— .. - (530) 538-7601—.butteco�jnty ngVgjs • couNty RESIDENTIAL APN:Permit No. 039-460-69-6— --� _ Owner CAN ALIA, DAN _ OS_296-5 1 9345 LA ROSE CT, D' Site Address:. CONT: CHRIS DURHAM SEEGERT �r ContractorGARAGE-SHOP Type of Permit: "��-- L i FF 1 i i l SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY' USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE oFF- QFCY (2tqnc.CxH DATE JOB FINALED: J �U SIGNATURE: . =OK 0 = Not OK 6i Pc5C-0 uF&IQ- R&dk f2- MANUFACTURED HOMES MISCELLANEOUS•�� DATE Lj PERMANENT FOUNDATION ET SOFT -SET 1 Zoning-Setbacks-Easements'0 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat 0 or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-CImcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 0 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE DEC C O V E R S'C A R P O R T GARAGE S 0� meg-Setbacks-Easements �j' ; tg" Soils-Sz-DpthSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs -S hth g Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric / i{ �G Si nc( i�e!�ftf�-Tys�es 9 Siding; Nailing -Veneer-Stuc th 10 5w; Shthg-Roofing � "L ( 1/ h Ext; Steps -Doors -Landings �j,/fi/ 12 Braced Wall pnls 1Zt�,� DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcis/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool lghtg Boxes -En cis rs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide .� o0 s` o' o` e` s` s` Pool Drawing z(0-10—ocp .5CV-b to P� = OK 0 = Not OK RESIDENTIAL (Single. & Duplex) DATE JUNDERFLOOR , UAlt IPLUMBING 1 ZoningSetbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle ;\ 2 Ftg Main; Soils-Elec Grnd _ Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Bloc kouts-Wrapped 57 Test Tub & Shwr, 2nd flr -Tub, Acc 6 Stemwalls Garage; Steel-Blockouts Wrapped• 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1:1 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn _ 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic o•D° 0` O' 0` DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties -P urlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco lath -Weep Screed-Fndtri Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters D Yes D No 87 Stucco Brown -Finish ' °'c 88 AC Unit Dscnnct, Elec-Plmb 89 Vrits abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr CImc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or DAL 98 Address Posted AC Wire Sz ga ❑ CU or D AL 99 Fire Sprinkler 48 Range Circ ga DCU or DAL Oven Circ ga D CU or DAL Insulated Neutral D Yes D No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 11 s COUNTY OF BUTTE BUILDING DIVISION DePARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 " CORRECTION NOTICE Y �In rA i I G1 OWNER �•-, PERMIT NO. � A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for`re-inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. -g Date 4, Inspector I 114 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 p Date 4, Inspector I 114 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP05296't PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 12/08/2005 APN: 039-460-096-000 the Business and Professions Code, and my license is in full force and effect License Class: LiceMNber:;7_.9VbR Site Address: 9345 LA ROSE CT DUR Date: 2 (V Contractor:y Map Index:S Description: GARAGE/SHOP (960) OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CANALIA DAN & CELIA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 9345 LA ROSE CT signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938-9529 she is exempt therefrom. and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CHRIS SEEGERT Code: The Contractors' Stale License Law does not apply to an 6103 OLD OLIVE HWY owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-589-2986 proving that he or she did not build or improve for the purpose of sale:). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CHRIS SEEGERT not apply to an owner of property who builds or Improves thereon, 6103 OLD OLIVE HWY and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). OROVILLE, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95966 530-589-2986 Date: Owner: License #: 295608 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is Issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 960 S.F. Policy#: Valuation: $23,040.00 Census Code: I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Z. 7 O-S-� Date: Applicant: 4 WARNING: Failure to secure wor4rompens ion coverage is unlawful, and shall subject an employer to crlminenalties and one /J C hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. )�-- * '51a5 4MOY/71;:�l 3,2 q I -CONSTRUCTiON LENDING AGENCY - - This permit is hereby Issued under t ` applicable provisions of the Butte County Code and/or - I hereby affirm that there is a construction lending agency for the Resolutions do work indicated o for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /✓7-_ <� V✓ Date: Name: BY /) PERMIT EXPIRES ON: ��— K-19 6n Address: ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and. 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any officrorm or doci ment of Butte County. I hereby authorize represennttaalV�es of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Dale: Q -Owner Contractor 0 Agent for Owner ❑ Agent for Contractor 4 TO Flaf)M DATE: o S'- 2945 0*14r INFER -DEPARTMENTAL MEMORANDUM BUILDING DIVISION, ORQYILLE - ENVIR HEALTH, CHICO RELEASE ENVIRONMENTAL HEALTH HOLI®1�T OWNER NAME: SEPTIC AP# 61 ADDRESS/LOCATION: COMMENTS: Land/gVsepticheleasehold O FINAL FOR: 4 -e - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APWCANTSlq4ATURE X For office se UX OWNER INFORMATION Last Name 0�%-_ ad t� Address First Name �L � Address State Zip City H r` kol w\ Slate CA Zip I Phone Planner Fax E-mail APWCANTSlq4ATURE X For office se UX CONTRACTOR Name F Ste Address ©la (9 r City State Zip Phone 0 Fax E-mail Lic. # -kc le 17.516021 Clas a; APWCANTSlq4ATURE X For office se UX ARCHITECT/ENGINEER Name r Address SRA City o State Zip Phone Book Fax E-mail Planner State License Number APWCANTSlq4ATURE X For office se UX APPLICANT INFORMATION Name r Address SRA City o State Zip Phone Book Fax E-mail Planner APWCANTSlq4ATURE X For office se UX Zoning Property Address 17 �'5— e--,– R F t I Flood Zone Cross Street SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PROJECT LOCATION AP# q/ d 3 ' +�-- qG (' , 0 / �P / Property Address 17 �'5— e--,– R F t City p `-. r Lc, tr.� Cross Street WORKER'S COMPENSATION Policy Number ^ 1 Carrier o Nc.9 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �cc StoP Sq FT- Living Garage Aw Open Cov ❑ Structure Built withou ermits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. KA;:nPPAC\RI Ili IIINr: FnPhAC\RIrinAnnlCiihRnmtc Mr. Paoe 1 of 2 Received by: Amount: ' L Bldg \ SRA R It #: Sheriff SMIP Date: 4-)Zye)5` q Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department. costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 .r - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (V \� v\� 0.--' ASSESSOR PARCEL NUMBER U-�R • Proposed Building Use: Permit Technician: Date: Items required in order to a p fora permit. AVoxes MUST be checked OR marked NA in order t apply. f 1. Site plans, 3 or'4 sets, signed by, the pr parer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form -1 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Arnaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable -12-5 ❑ 15. Fire Sprinklers............................................................................................_ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation,'required.............................I.............. ❑ 18. Erosion Control Plan Required.............'......................;................................... 19. Fees as shown on the attached Schedule of Fees Due Sheet:..� .......................... CScS p 20. City of Chico Plumbing permit .......................... ............................................. ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forest plan approval ❑ paid.. Sent by: .......... 23. Planning approval for (A) Use: (B) Parking: ' (C) Parcel Check:..c1. .... �l• 2 2 ❑ 24. Contact Land Development about _ Improvements,,_ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: • ` ...................... .26. NPDES Form..........................................:...!............................................... f27. Encroachment Permit for driveway from.the Public Works Dept ........................... . ❑ 28. Contractor's license information. (Number, Name Style, Classification).........,: ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits ............................ ❑ 34. Deed Restriction........................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO'' :........................ ❑ 36. Other: ❑ 37. Other: GQ �C� l ' �-'`�aioeKe�i �-�g� When issued Telephone = 0-oon (' # and hold for pickup. ,Ilk I have been informed of the above items nd requirements for obtaining a building permit. r Applicant: 01r_r�7_"_"""� Date: /O '-z �- o SI 1-3'Gi5`. 1. Index permit applicaiion for the above items numbered. Plan Check Letter1 • I 2. Additional items required C0I1'(a 11,0 (/ rnoi S esigner, owner, was advised of the above data by phone, ❑mail, ❑ counter, by Date: " - `re vi s esigner, owner, was advised of the above data by ❑ phone,(�mail, ❑ counter, by - Date:!/ -3 �i-a�n�,e(t /2,=Prn esigner, owner, was advised of the above data by ❑ phone, ❑mail, ❑ counter,by� Date: Qed by: Date: Plans approved by: , Date: Structural reviewed by: Date Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 O �,�Wlding Division = Development Services 1 . US nus v Plot Plan Attached Floor Plan Attactied S t tt B�DMS C -1- 09c"4/0 FROM: Environmental Health SUBJECT: Sanitation Clearance p� Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other. C--- Water Supply: Public c_ Private Well Holdfinal for: r /' �' a� Fina c earance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Da COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ori PROPROSED BUILDING USE G G 1. BUILDING PERMIT FEES -- Balance Due ..................... $ --- FEMA Flood elevation review.. --- Additional plan checking Fee.... 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ A.P. # Q DATE RECEIPT # DATE REC. J NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 Raid at Building Division) — 8. SMIP� ✓V� 7P 9. DRAINAGE FEE otAc. r ai CXel 1�X32. -�%I 10. OTHER 11. OTHER At time of permit application, I was advised the a ve fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan c ecking proce APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements fora protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Powell, Tammie From: System Administrator To: seegert@cucnet.com Sent: Thursday, November 03, 2005 12:35 PM Subject: Undeliverable: Dan Canalia's garage/shop permit Your message did not reach some or all of the intended recipients. Subject: Dan Canalia's garage/shop permit ` Sent: 11/03/2005 12:35 PM The following recipient(s) could not be reached: seegert@cucnet.com on 11/03/2005 12:35 PM You do not have permission to send to this recipient. For assistance, contact your system administrator. < Hormel.buttecounty.net #5.7.1 SMTP; 550 5.7.1 <seegert@cucnet.com>... Relaying denied> 1 .7 f Public Works Department O�i✓ LAND DEVELOPMENT DIVISION -Michael Crump, Director Storm Water ManagementP-m-ram 7 County Center Drive Oroville, CA 95965 (S30) 538-7266 0UN C-1 AUC VWF�S (FAA 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (sWPPP) Acknowledgement (LESS THAN 1 ACR Project Description: Project Location andlor Parcel Nurnber: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm,Water Permit from the State of California Regional Water Quality Control Board for a project' that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 27 Butte CounlyDeparanei2t of-DeveloprnentServrces 7 County Center Drive` Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need to subinit applications for septic andlor well to Butte County Environmental Health immediately. • I an: required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: net f �`c- APN: © 3 1� y( O —dD 7 Building site address: �i Ce;, P ermit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: Ae'-Z Co SIGNAT - OF APPLICANT DATE SITE PLAN REVIEW APPLICATION Date:®lL a, AN Permit Number (if applicable) OS 2 �9� Bin Number APPLICANT INFORMATION Parcel Size: Owners Name:. G 1004^1 t 1-,+- /20 Sig 4f -Te4eph-oo.. Site Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory QAt6 Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone: 5/e—1 GP: 6K DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved El Conditionally Approved EJResolve Problems Prior to Approval F -1 -Resolved . By Date . AloV Z, 2_cf - ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine spec_fic requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • . Flood Panel No.:.. Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation Disrxict (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: S 9-1 General Plan: 1+9 Applicable Building Setbacks: ej Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Q: v a Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 5 Side Street Rear 5 ` (B6 Height Waterway N/A N/A N/A ej Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Q: v a Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes. Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation. ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: J GWA5 7c&? - Lot: q6 Book: l5'/ Page: -3F- 3 7 3 OWNERS STATEMENT We. RICHARD A. PETERSON AND NICOLE PETERSON, Husband end Wife, as owners of the land shown hereon, do hereby state that we ere the only parties whose consent I. necessary pass clear title to sold land and that we consent to the preparation and recordation of this find map. We hereby offer for dedication to the County of Butte for specific purposes the following: 1. Lc Rose Court and that certain portion of Tracy Rench Road for public street, public services and all other public purposes as shown on the annexed map In fee simple. 2. The public service eosements (PSE) as shown on the annexed map. 3. The storm drainage easements (SDE) as shown on the annexed map \-j A 4 Pb e&"-.- RICHARDA. PETERSON NICOLE PETERSON P.O. Box 1222 P.O. Be. 1222 Ourhom. CA 95938 Durham. CA 95938 ACKNOWLEDGEMENTS STATE OF CALIFORNIA) COUNTY OF BUTTE) ,., On this Z day of aiq 2002. before me, the undmi ed Notary Public in an ar said Slate, personally appeared Z - +vdwn personally known to me ( Droved on the basis of satisfactory evidence) to be the person(,) whose names) is/are subscribed to, the within in atrument and acknowledged to me that he/she/they executed the same 'n hN/her/their authorized copocily(les) and that by his/her/their signo- lure(s) on the Instrument theperson(s) or the wilily upon behalf of which the porsan(s) acted, executed this Instrument. WITNESS my hand and official sed. 64 Mk-tA Print Nome: J(AvllrV "41"11 Notary Public Commission expp r 0. 22 1 county of [Su3iC STATE OF CALIFORNIA) COUNTY OF BUTTE) 3.3 On this Z day of k^ is 2002, before me. the undersi ed, a Notary Public in and said State. personally appeare0 personally known to me (or proved on tie basis of sotaaclary eviden to be the person(,) whose nome(s) is/are subscribed to the within Instrument and 'c=, cknowledgetl to me that he/she/they executed the same in his/her/their authorized capacily(iee) and that by his/her/their signa- lures) on the Instrument the persons) or the entity upon behalf of which the persons) ocled. executed this instrument. WTNESS my hand and official seat. ��a u Notary Public Commission a r 0,3-. 7-'1.7-005 County of u&t Print Name: JtAVIXt MAlk41U SURVEYORS STA7EMENT This map was prepared by me o, under my direction and was compiled from record data and is based upon a field survey In conformance with the requirements of the Subdivision Mop Act and local ordinance at the request of RICHARD A. PETERSON in AUGUST 1993. 1 hereby slate that the survey is true and complete as shown and that this final map substantially conforms to the approved or conditionally approved tentative map, if any, and that all monuments are of the character and occupy the positions Indicated or will be set I, those positions within 90 days of the recordolion of this map and will be wfficient to enable the survey to be retraced. MICHAEL D. McENESPY RCE 29465Exp. 3-31-03 COUNTY SURVEYORS STATEMENT 1, STUART EDELL, Deputy County Surveyor of the County of Butte. State of California, do hereby stole that I have examined this final map of DURHAM LAND ESTATES - PHASE 4, and find that it Is substantially the some as appeared on the tentative map and any approved alterations thereof, that all provisions of the Subdivision Map Act of the State of California and local ordinance applicable at the time of approval of the tentative mop have been complied with and that I am satisfied that the map Is technically correct. RECORDERS CER77RCA7E Fled this /Of'* day of , 2002, of :C1l a.m. in Book /Sy of Maps, atPagesat the request of NORTHSTAR ENGINEERING. SERIAL NO.= By CANDACE J. GRU69 Deputy Caunly Recorder County of Butte CLERK OF THE BOARD OF SUPERVISOR'S STATEMENT I. bif , perk of the Board of Su re of the fou ly of Butte. State of California, do hereby state 111.1 on the�doy 01i -=y 2002. the Butte County Board of Supervisors officially approved the wbdivision, mop of DURHAM LAND ESTATES - PHASE 4. Lo Rose Court and that certain portion of Tracy Ranch Road shown' in the Owner's Statement and offered far dedication are accepted on behalf of the public In fee simple. The public service easements (PSE) and the storm drainage easement (SDE) as shown in the Owner's Statement and _ offered for dedication are accepted on behalf of the public for public services purposes. Should the Board of Supervisors determine pursuant to Government Code Section 66477.5 that the public purposes for which said property was dedicated in fee simple no longer exists, the County of Butte shall reconvey sold property as shown on sold map, to the subdividers whose names and addresses are shown in the Owner's Statement on this sheet. or to the subdivider's successors in interest, By. y 12 Clerk of the Board of Supervisors Dom/ County of Butte DURHAM LAND ESTATES PHASE 4 A ASM STREET A,Ht14911111if BBNG A PORTION OF THE REMAWYG LANDS OF DWV-iAM LAND ESTATES PHASE BOOK try OF MAPS1 PAGES 7F74 ALSO BERNG A PORTON OF THE SOUTHEAST 1/4 OF SECTION 25, TOWhGW 21 Aown RANGE I EAST' AND A PORTION OF THE SOUTHWEST 114 OF SECTION 30. TOWNSH/P 2/ NOR7I1 RANGE 2 EAST, MOM BurTE OO4MY Q`U1 CI1RNA far RACHAAD A AAK> NTO F ETETISON SHT I OF 3 AP/ 039-046-040(PORTION) FEBRUARY 2002 RnnAe /.fN /0AS'E 35- q '%04 ,Zx. t ,x Dated: U iodu STUART EDELL RCE 29132 Deputy County Surveyor E.p. 3/31/03 PItOFE county of Butte mph°°fy] r. W no. nlsz f Mill �\ � EA11f00 RECORDERS CER77RCA7E Fled this /Of'* day of , 2002, of :C1l a.m. in Book /Sy of Maps, atPagesat the request of NORTHSTAR ENGINEERING. SERIAL NO.= By CANDACE J. GRU69 Deputy Caunly Recorder County of Butte CLERK OF THE BOARD OF SUPERVISOR'S STATEMENT I. bif , perk of the Board of Su re of the fou ly of Butte. State of California, do hereby state 111.1 on the�doy 01i -=y 2002. the Butte County Board of Supervisors officially approved the wbdivision, mop of DURHAM LAND ESTATES - PHASE 4. Lo Rose Court and that certain portion of Tracy Ranch Road shown' in the Owner's Statement and offered far dedication are accepted on behalf of the public In fee simple. The public service easements (PSE) and the storm drainage easement (SDE) as shown in the Owner's Statement and _ offered for dedication are accepted on behalf of the public for public services purposes. Should the Board of Supervisors determine pursuant to Government Code Section 66477.5 that the public purposes for which said property was dedicated in fee simple no longer exists, the County of Butte shall reconvey sold property as shown on sold map, to the subdividers whose names and addresses are shown in the Owner's Statement on this sheet. or to the subdivider's successors in interest, By. y 12 Clerk of the Board of Supervisors Dom/ County of Butte DURHAM LAND ESTATES PHASE 4 A ASM STREET A,Ht14911111if BBNG A PORTION OF THE REMAWYG LANDS OF DWV-iAM LAND ESTATES PHASE BOOK try OF MAPS1 PAGES 7F74 ALSO BERNG A PORTON OF THE SOUTHEAST 1/4 OF SECTION 25, TOWhGW 21 Aown RANGE I EAST' AND A PORTION OF THE SOUTHWEST 114 OF SECTION 30. TOWNSH/P 2/ NOR7I1 RANGE 2 EAST, MOM BurTE OO4MY Q`U1 CI1RNA far RACHAAD A AAK> NTO F ETETISON SHT I OF 3 AP/ 039-046-040(PORTION) FEBRUARY 2002 RnnAe /.fN /0AS'E 35- q '%04 • - BURDICK ROAD F—T—T--r--T-7--I--�—� I I I MAP REF 30M50 I I I �Oy yTs J I 2 1 'y1 4 1 S I 6 I 7 I B I FDI,ND CONCRETE ""ENT ""' I I I I I I I BURDICK ROAD DAYTON HWY - TAKEN AS S.N. CORNER ai (mA)n wNa 511BDM90H (N8932'S7•E)Y,R1 at1,1]' �� . L - - I j- a - ¢ 16 20 j yc 7 LOT 37 d* n LOT 36 �� 91E Z• o ACRES GROSS LOS ox A LOT 36 - o1 _ 3 . 'SCALE: 1- v 100' �Y ,.00 ACES GROSS 0.85 ACRES NET N ^• - 16 N \ 10 PSE n 9S827a•Spt. •A- ti 1 (TYP) SEE DETAIL 117 R,LO7• .4 LOCATION MAP I LOT 35 b - I R,,a SgR3DIAL� /J b W m 4 NOT TO SCALE ' LOT 38 I a w DETAIL "A' t.0 ACRES GROSS 0.90 ACRES NET ) 301 xi I 1n NOT TO SCALE ^ < BASIS OF BEARINGS „,•D.LAOCRE35 LEGEND N691 4^E na,sr I N OBS ACRES NET r 917 G L - THE BASIS OF BE GS FOR THIS NO IS THE WESTERLY s 9 LINE OF LOTS 11 17• AND 18 AS EMDENCED BY 'P I I ... LOT 3S ^' � MONUMENTS SHOWN HEREON AS FOUND. BEARING OF SAD WE BONG N001749•E PER R3 '1,� LOT 39 � I ; � � Y a o • FOUND 3/4• PION PIPE TAGGED RCE 29485 PER Rt. R2 AND RJ. OR AS NOTED ,.m ACRES GROSS r n n g I A g m 17 O SET 3/1' non PBN: TAGGED RCE 29663 - O.B9 ACRES MET c I N8910 .GS 1 aa o N881015� ` !'f SET CENIERMNE MONUMENT TAGGED RCE 28{63 CAICL,lATEO PONT NOTHING FOUND ON SET I m I M INDICATES MEASLIRED DATA MAT I (TY") \ SEE DETAIL •B" / `\-4�- - MATCHES RECORD DATA C o N8910'a5-E na,ST I ^ LOT 34 * i LOT 34 u ` 1X C INDICATES MOLUTED DATA THAT MATCHES RECORD DATA L00 ACRES GROSiw o 18 R, RECORD DATA PER BOOK 151 MAPS. PADS 71-71 AND NO CERTIFICATE N C I Of j 0.73 ACRES NET g - i 18 0< CORRECTION RSN 2001-COJ.1TN0 a LOT 40 g I _ 'n RECORDDATA PER 9o0K 152 MAPS. PAGES 28-3i LPNE TABLE 1L1E DIRECTION DISTANCE n 1.02 AIRES GROSS .{ n U 1 o . o R3 RECORD DATA PER BOOK 152 MAPS PAGES 79-81 1, •w xim �R3 - O e 0.90 ACRES NET i L RD ( ) EMBRACESRECORDMCILATED AND/OR MEAUMED DATA • u .419101.5,1E 71ze - I 138.,8'-- IML — DETAIL 'B• DAT DATA - l] N t 3D.m RI I JROAD NOT TO SCALE LOT NUMBERS PER R,. R2 R3 NB91o•ast na.sr I TRACY 3i RANCH 7 _30 w 4 LOT Mms PER MAP BOOK 30. PAGE so • I C2 - - - - - 2,138''' - -I - _ _ PSE PUBLIC SERNCE EASEMENT 6 8 r y (n'i o S0.E SIGN DRAIN EASEMENT m LOT 41 ,.m ACRES GRO55 LOT 33 AcREs � 29 CIRW TABLE A - 0.89 ACRES NET t N M778 ACRES NET N � CURVEEmDELTA LENGTH S PSE 1 T O H - C1 , NAG " (TYP)C3 I yI .. C2 =97 OD .474'Slr 17.81N891O15•E 1e I N6910'13•E 2M81' _ _ _ - --� G1D•� •P•� %�//} {�� LAND --""-"D3L"J��pwL� cJ,rc� U n1.3T • n.88 n.1z Cl v IO PSE (n9) R m . H1 o a P AS 4 A PUSLIC STREET St9XVVE'710M Ga m ,e so 8 LOT 42 _ I R LOLOS AD 2x oss 30 g N SEM A POA/JQN OP THE C9 20.00 , ,130 CID t • 3236 n 102 ACRES CROSS - 0.89 ACRES IRT I I I 0.93 ACRES NET 3 - LANDS OF LAAO ESWEG —i6—OD m1 xiaD 66.96 m2 50.00 - Ba.el J CB xi 7.5' O PHASE 1 BOOK 1W OFF MAJP% PACES 71-741 ALDO eaulo A PO ION OF THE F3 so.00 •3269 'i1N691v� •r"x1.. - m - - - - BOUTHE'WT 1/4 QF SEC7Xff SL 7L7V/N-/•� 21 m1 2D.110 ,iso NBB,o'a4 2Da.se' ( _----_- N W N RANa=- IEAGrAND APORTION RADIAL 4, SINE (TVP) n OF 774E BOWNWEST 114 OF d/,s - LOT -A" SECTION Xt 7014{ IP 21 NORM( LOT 43 J LOT 31 A RAAKE 2 EAST AMU n 1'03 ACRES GROSS Y :- 1'07 ACRES CROSS DURHAM LAND ESTATES / PHASE ONE BOOK 151 MAPS. - 098 ACRNET ES 1.02 ACRES NET r '.I / PACE 71-74 Al?fE C10(.11(/r L , for — — — — - AC.7E ARD/11C.1I2LE PEFIEFIS M FOUND - RICH / 33/,5{25)/ \ � (N6910a3•E • 3,9.50')I,R1 NorthStar aVd DIf�6[R9 • PIANNERa RNM:YDI1a 37 MAPS 53 zo IK(SMAIKN 9m1c • Oat4 1—Dann • d (ab) 693 -lam rAK lib) as3-7,I) SHEET 2 OF 3 A.P.N. 03-aa0-ONO DECEMBEIL 2071 JOB NO 8890 LEGEND NROS NO RESIDENTA DEVELOPMENT SETBACK BSL BURRING SETBACK LINE PRAY BOUNDARY BURDING SETBACK UNE EXISTING OAK TREE __. LEACH FREE SETBACK (IPS) NOSES 1. THIS SHEET SNOWS ADOITONN. INFORMATION. IS FOR AOOIFONN. INFORMATION PURPOSES ONLY. DESCRIBING CONDITOMS AT THE TIME or FTLWC AND IS NOT INTENOEO TO AFFER RECORO RILE INTEREST. 2. A SOLD FENCE CHAIN UNK. BRICK. BLOCK OR SMIUAR MATERIAL NOT WOOD. A MINIMUM OF SX FEET IN HEIGHT SHALL BE INSTALED ALONG TE SOUiNERN AND WESTERN PROPERTY UNES 0 THE PROECT. PRIOR TO ISSUANCE OF B1IIUDING PERMITS FOR ANY RESMU IN PHASE 1. 3, DEVELOPMENT OF ALL LOTS ON TRS SILBOM WLL REWIRE CONNECTION TO A PUBLIC WATER SUPPLY, 4. 91000D ANY ARCHAEOLOP OR p WRAI MATERIALS BE ENCOUNTERED DURWG PRDECT CONSTRUCTION. SITE DEVELORMENT SHALL CEASE AND ARCNAEOLOOCAL CONSULTATION SHALL BE IMYEOIATRY RETAINED. 5. ALL "OND TREES SHALL BE REMOYED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHA NG PIAN SHOULD AC VE FARTING CONTINUE AS THE PROJECT IS DE VE OPED. B A DEVELOPMENT IMPACT FEE FOR SHERIFAS FACILITES SHAL BE PND PURSUANT TO THE PROMSONS OF CHAPTER 3. ARTCAE R OF THE BUTTE COUNTY CODE. PRIOR TO ISSINANCE OF BURRING PERMITS OR USE PERIDT IN THE CASE OF A MOWIE NONE PARK. SAID FEE AMOUNT WLL BE DEIERMWED AND CAIORATED AS OF THE DATE OF APPICATKIN FOR THE BURRING PERMIT ON USE PERMIT. T. AL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOS: REWIRED FOR ROADS DRIVEWAYS OR BURDINGS. A NO DISTURBANCE SETBACK SHALL BE PRONGED COMMENCING FRW TRE OUTER EINE OF THE OAK TREE CANOPY. ADDITIONAL INFORMATION SHEET DURHAM LAND ESTATES PHASE 4 A PEAR: STREET SA.rMUM BEM A PORTION OF THE REMAWWO LANDS OF DURHAM LAAO ESTATES PHASE x BOOK 151 OF MAPS PAGE 71-74 ALSO BE%VG A PORTKW OF THE SOUTHEAST 1/4 OF SECTION 25, TOWNSW 21 NORTH" RANGE 1 EAST AAD A PORTION OF THE SOUTHWEST 1/4 OF SECTION 30, TOM&W 21 NORTH, R4N E` 2 EAST, MDA" ---- BVTTE CO(.IVFY C.LLIF70FM NF FMQHAIAG A AP0 MOOLE PETSTBGW NordiStU SHT 3 OF 3 AP/ 039-016-010 (PORTION) FEBRUARY 68902002 DUUK !Sy elft 37 NJ 50.0' BSL I I 50.0' BA I I I I 37 51 15 14 12 36 16 13 1 ro• m Q: 20' BSL 20 BSL m 138 �1y[ MARSH COURT - - \ (,1 50 BSL �1 35 t( n ig : 17 22 11 ( 2 �I I I WI i 20 21 i O i I �I a' ZI 0 3g m 1 I�I^ PHASE 3 Q •1 PHASE 2 W J Irv' � • Vi . 34 3 18 1 dI 1 19 24 23 10 500' BA 50.0' BSI. • _ ' 0 n I 50.0' B4 500' BSLIt '< I It1 J RA ic — so 0 TRACY RANCH R AD 1 so Bs _� T_ TRACY 1 4 1 9 � I 41 33 29 28 rw.S U ,00• f' R IRDS I U 50.0' BA 50.0' BSL m m SD7 BSL Q QI c. 25 Z IJI ?I . 27 Q I 42 I 32 W a w 30 a W _ 8 5 20' BSL p wO' UFS 1 (500' FROM TOP ar W 0 BS S 1 I 20 BA I pETEN1NIN FAOUTY) Q'i — mlIt .. 43 LOT "A" 26 7 6 . - .. �.. .. .... PTIASEI F1 w.0• UFSUPS ' 8& (50.0' rnOM TOP OF (w.0• FROM TOP OF I I OVENTION FAOUT) I DETENTION FACILITY) LEGEND NROS NO RESIDENTA DEVELOPMENT SETBACK BSL BURRING SETBACK LINE PRAY BOUNDARY BURDING SETBACK UNE EXISTING OAK TREE __. LEACH FREE SETBACK (IPS) NOSES 1. THIS SHEET SNOWS ADOITONN. INFORMATION. IS FOR AOOIFONN. INFORMATION PURPOSES ONLY. DESCRIBING CONDITOMS AT THE TIME or FTLWC AND IS NOT INTENOEO TO AFFER RECORO RILE INTEREST. 2. A SOLD FENCE CHAIN UNK. BRICK. BLOCK OR SMIUAR MATERIAL NOT WOOD. A MINIMUM OF SX FEET IN HEIGHT SHALL BE INSTALED ALONG TE SOUiNERN AND WESTERN PROPERTY UNES 0 THE PROECT. PRIOR TO ISSUANCE OF B1IIUDING PERMITS FOR ANY RESMU IN PHASE 1. 3, DEVELOPMENT OF ALL LOTS ON TRS SILBOM WLL REWIRE CONNECTION TO A PUBLIC WATER SUPPLY, 4. 91000D ANY ARCHAEOLOP OR p WRAI MATERIALS BE ENCOUNTERED DURWG PRDECT CONSTRUCTION. SITE DEVELORMENT SHALL CEASE AND ARCNAEOLOOCAL CONSULTATION SHALL BE IMYEOIATRY RETAINED. 5. ALL "OND TREES SHALL BE REMOYED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHA NG PIAN SHOULD AC VE FARTING CONTINUE AS THE PROJECT IS DE VE OPED. B A DEVELOPMENT IMPACT FEE FOR SHERIFAS FACILITES SHAL BE PND PURSUANT TO THE PROMSONS OF CHAPTER 3. ARTCAE R OF THE BUTTE COUNTY CODE. PRIOR TO ISSINANCE OF BURRING PERMITS OR USE PERIDT IN THE CASE OF A MOWIE NONE PARK. SAID FEE AMOUNT WLL BE DEIERMWED AND CAIORATED AS OF THE DATE OF APPICATKIN FOR THE BURRING PERMIT ON USE PERMIT. T. AL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOS: REWIRED FOR ROADS DRIVEWAYS OR BURDINGS. A NO DISTURBANCE SETBACK SHALL BE PRONGED COMMENCING FRW TRE OUTER EINE OF THE OAK TREE CANOPY. ADDITIONAL INFORMATION SHEET DURHAM LAND ESTATES PHASE 4 A PEAR: STREET SA.rMUM BEM A PORTION OF THE REMAWWO LANDS OF DURHAM LAAO ESTATES PHASE x BOOK 151 OF MAPS PAGE 71-74 ALSO BE%VG A PORTKW OF THE SOUTHEAST 1/4 OF SECTION 25, TOWNSW 21 NORTH" RANGE 1 EAST AAD A PORTION OF THE SOUTHWEST 1/4 OF SECTION 30, TOM&W 21 NORTH, R4N E` 2 EAST, MDA" ---- BVTTE CO(.IVFY C.LLIF70FM NF FMQHAIAG A AP0 MOOLE PETSTBGW NordiStU SHT 3 OF 3 AP/ 039-016-010 (PORTION) FEBRUARY 68902002 DUUK !Sy elft 37 NJ SHEAR WALL SCHEDULE SHEAR WALL u� ALLOWABLE 260 380. 490 LOAD / FEET t2, & 6 3/8" 3/8" 3/8" PLYWOOD C. D. X. C. D. X: C. D. X. EDGE NAILING 5 8d @ 6" 8d @ 4" 3 8d ® 3" 3 FELD NAILING 5 8d ® 12" 8d ® 12" 8d @ 12" SILL NAILING 8 16d ® 4" 16d @ 3" 16d @ 3" CLIP — BLOCK 4 LS50 LS50 LS90 TO PLATE 22" @ 14" ® 16" ANCHOR BOLT 7 1/2" ® 36" 1/2" @ 13" 1/2" @ 10" NOTES 1) OVER DOUGLAS FIR SILL & STUDS, AND -HEM. FIR DBL TOP PLATES. 2) ALL PANEL EDGES BLOCKED, w/ 2x FRAMING U, 0. N. 3) VERTICAL FRAMING FOR EDGE NAILING @ ABUTTING PANELS TO BE 2-2x4 STUDS NAILED TOGETHER w/ 16d @ 3„ 0/C 4) SIMPSON CLIPS @ 24"-0/C FOR ENTIRE BALANCE OF WALL LINE. 5) NAILS TO BE 8d HOT DIPPED GALV. OR 8d COMMONS. 6) EXTERIOR RATED 0. S. B. w/ EQUAL ALLOWABLE STRESS & THICKNESS AS SPECIFIED`PLYWD. MAY SUBSTITUTED. 7) ANCHOR BOLT WASHERS TO BE 2" SQ. x 3/16" THK. 8) STAGGER ALL SILL. NAILS. u� cp U Cn m s..' tU M csl Qa � N i3I I C C b W Af I e P/I /v'G. L- .S- (f t f N/ M u/tel 7/£x'1 o. e -Tu ft !a L c YW OO a o 3 S TU b SP14-c6rs-, 14CL ('o S- (uD O iz x 4/ 13(,6 C k S7 W r T W 'r. `C ' I C° . b At 4/ L IN G- 0 PDQ l u l l Ljv M /S " X 3'01f X/ 010'' S i R O C -rc rZ A L PL_YWoob 6R 090 'PC✓fC C6 i CO LF,0 4 C K ' eA 0 LL G c= s n/F41 Lc= n 7-o r.�uace a R : 44`x O�acFcs `C .y'` OtO., (=1 &LA NfilL two ,l4 IZ` 0.sd. G o4R A 6 C-- SNd P FOR �ff/1► �f C� C i/� C�4 N► �L 1 o4o P ba S c ?(. 17 ZoP5 / CJ I (f t I i w� r i --�--